Bentley STAAD Pro - Structural Analysis & Design Software | SS EAcademy | Skillshare

Bentley STAAD Pro - Structural Analysis & Design Software

SS EAcademy, Learn Modeling courses & choose Success

Bentley STAAD Pro - Structural Analysis & Design Software

SS EAcademy, Learn Modeling courses & choose Success

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27 Lessons (5h 59m)
    • 1. Screen Interface

      9:25
    • 2. Create Geometry (add Beam And Node)

      12:37
    • 3. Modifying Beam - 1

      6:23
    • 4. Modifying Beam - 2

      7:04
    • 5. Assign Properties And Support Specification

      14:17
    • 6. Stretch Command

      6:25
    • 7. Mirror Command

      3:19
    • 8. Circular Repeat And Rotation Command

      6:49
    • 9. Import CAD File

      7:32
    • 10. Translation Repeat Command

      11:16
    • 11. Copy, Paste And Reference Command

      11:16
    • 12. Apply Floor(Slab) Load

      18:22
    • 13. Apply Load to Plane Frame

      16:04
    • 14. Dl And Ll In Building

      24:34
    • 15. Analysis Of Truss (snap Node Beam Approch) 01

      10:28
    • 16. Analysis Of Truss (snap Node Beam Approch) 02

      1:35
    • 17. How to Develop Truss

      15:33
    • 18. Structural Wizards

      6:22
    • 19. Analysis Of Overhang Beam (by Hand Vs

      7:01
    • 20. Analysis of Portal Frame

      16:04
    • 21. Analysis Of Simply Supported Beam (by Hand Vs

      6:03
    • 22. Elevated Water Tank Analysis

      22:45
    • 23. How To Analysis Staircase

      13:44
    • 24. Earthquake Seismic Coefficient

      27:37
    • 25. Shearwell

      18:31
    • 26. Response Spectrum Analysis

      39:47
    • 27. Time History Analysis

      18:35
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About This Class

STAAD stands for Structural Analysis and Designing. STAAD Pro v8i Software is widely used in analyzing and designing structures – buildings, bridges, towers, transportation, industrial and utility structures.

STAAD Pro helps structural engineers automate their tasks by removing the tedious and long procedures of the manual methods. Here is the complete learning of Staad pro Software.

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SS EAcademy

Learn Modeling courses & choose Success

Teacher

Hello, I'm SS.

SS eAcademy - Online Platform for Engineering Software Learning.

SS eAcademy offer online/offline high-quality professional training through prerecorded videos prepared by industries expert. Since 2016, SS eAcademy has been helping working professionals all around the world to achieve a higher level of success. For this reason, we want to help you make your educational goals even better at your convenience with online programs.

 

We specialize in providing driven consultancy services in Business and Engineering. Some of the training tutorials we offer include; AutoCAD (Drafting software), Autodesk Revit (Modeling software), STAAD Pro (Analysis software), CREO (Modeling software), MasteCAM (CAM software), SolidWorks (CAD software), ANSYS Wo... See full profile

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Transcripts

1. Screen Interface: Hello, everyone. Today we will learn the screen organization many parts off the state pro for understanding purpose Off the toolbar I have created when geometry for my learning point of view, we learned the geometry command in the letter on session, first of all to leave, we will learn all the screen organization part of the stateroom. As I opened the stab proof, the basic parameters are highlighted. So this one is the page controlled up. This is the main window in which people create the geometry. This is the menu bar. This one is the toolbar which is used for various purposes for some in some out petition. Kamarck, we learned this feature. Now this one is the data area. You can create the data and their basic information in this segment. So first of all, let's start with the viewpoint. As you can see here, the different variations off the square blocks are provided with your local are highlighted in the different manner. So this is the viewpoint for the structure In the main window, you can see X y and Z direction off the stateroom. So this is the main window in which the geometry is created we Can you create the geometry in this main window? This is the view toolbar. As you can see here, returnees view from plus set So as I click, this will create the front feel this will create back view. This was really left 10 side view And this Venice right inside view. This one is the top few. So this is the view toolbar. The next segment is the tradition toolbar set up. This one is isometric view so you can go for the isometric view. Also, this is the rotation tool but you can rotate your geometry by using this tool bar using anti clockwise or clockwise direction actual direction in deft inside and right inside Accordingly, this will create religion park. So this is the origin fired through which the structure is rotator. This one is the display whole structure. So it will as you will click on this element, it will create the whole sexual perimeter. He sees the zoom in zoom out parameters are assuming toolbar. This is the dynamics on. As I have click on a particular window segment, it will highlight their part and it will create under the window the next one is soon extends You can extend your zoom by using this command. The next parameter is assuming you can zoom in your structure. Zoom out the structure. This one is a zoom factor. According the factor it will sumo. This is the song window. This is the kind you can move your structure using this buying feature This one is a magnifier. You can view your structure using this segment. This is the three D render view. If you click on the through the segment part, it will highlight your three D structure. Right now I have not assign any property, so it will show a line element. As you can see here, this is the global X direction Why direction and that direction highlighted and which the structure is created. And this one is so actuals origin to this eggs. This is why. And for this sec I will click on geometry for going back to the original structure can view a sexual element by this segment. Thes are donator one of the stat editor program in which a program file in the region form . It is clear there. So this is the steady editor part as you can see I have selected the space element. Suspense element is highlighted over here and the geometrical part which we have created their parameters that return in the text phone favorite Lund started it apart in the letter . On session is the Princess of Menu area. You can print your report using the sector print preview report is also available. If you want to take a picture, you can use this command for taking picture off the structure. The next pedometer is the input units. You can change your import units by providing this segment right now. A definite units. Me to kill a Newton. This is the cut section part. If you want to go to section by different segment, you can use this feature. The next is symbol and labels. All the symbols regarding the color combination and the shortcuts are provided over here. Well, under that understand these features and labels. For example, if I want to show a beam number, you can press shift me so it will highlight beam number. So all the segments are provided over here. If you want to show the no number, you can simply click, shift and for nor number shift and it will highlight the node number. So these have the features. If you want to measure the dimension, the dimension tool is also available by clicking one thing, you can measure the dimension dimensional destruction. The second perimeter is she moved all no snow, total distance. So when you click on this that I mentioned parameter will disable so you can see that the dimension is she moved again. I have click so this perimeter will highlight and this will remove the distance. The next one is a dimension view. If you want to highlight the world diamonds and off the structure dimension to view display , it will hire a light all the dimension off the structure. The next one is the scale unit which is provided for the four segment and 80 apart. This one is the Property Page Support page specifications, which we learn all these tables and tour bus specification later on. So these are the music tool features which is avoidable for the statue here. All the cards are that provided geometry element which is connected by the north and beams so they're operating. When you are accused by different carcass cultures, we will understand these cars are features one by one A nor Gaza is used for selecting a nor element. As you can see, the selector part is highlighted by the real Aiken. The next one is a beam cursor. You want to select a beam? This is the beam cancer. The next one is a surface. Carter. If you have created a self s part, it will use for the surface Gaza. Same solid closer. When you put your arrow on the icon, it will highlight the name. The next one is the loaded cosa. So different types of cars that are provided in this fragment in the modeling more v hell. Different segment properties like geometry. So when I click on the geometry, the basics parties of a label that is structure and it's called in its values and the number off being which are created and connected through different parts. So this is the geometrical part off the structure. The general part is related to property and their specification. We will understand this feature while analyzing or creating a beam or a segment model in the letter on session. So these are the basic screen organization, part of the stateroom. Right now, we are in a modeling more. If you have analyzed your structure, you can go for the post processing more. Right now, the process sitting more is visible. These are the various tool bars used for creation off the geometry. This is the selection approach for you geometrical part. You can select or create your geometry by this segment. This is the geometrical part where all the geometry commands are available and command more for various segment and analysis part. So this is the basic screen organization off the stateroom Now. In the next segment, we will learn how to create the geometry, how it's a book and connect using the stat. 2. Create Geometry (add Beam And Node): Hello, everyone. Now, today we will learn how to create a geometry and how stead Pro Vogue to note and being so let's start with the geometry creation I haven't going for and being. Come on as I have Click on add beam. Come on, you can see a basic geometrical part is highlighted in the main window. So first we will understand house that pro is fucking as you can see over here, the basic geometry is available in X y and third direction. So whatever the geometry we are creating, it will work through the coordinate system off the stateroom. So first understand water the select our basic process for the stat Prue. First of all, let us understand. How's that pro is fucking as you can see the main window parameter over here we have three access x y, and they're so these are the global access in which we will create our basic structure using the snap nor beam common. So this one is the basic snap Norby matter through which we can create our structure. You can see X axis is highlighted as a blue. Why excess as a rate said access as a green So these are over basic us that broke access in which we can create a structure. The 1st 1 is the snapped or and being matter. We will understand this feature later on. As I click disable this. You can see main window, Enbridge, X, Y and Z Parameters are available for the north and being so let us understand force what is a structural element? Auto beam element. So here we have a basic element that is being a beam which is connected by two nodes. That is one and two. So tune words will create one beam so we can create over beam using the geometrical. Come on. So let us start first. I am in putting 000 So it have created one north over here. You can see that if I want to operate the North, I can use the North Garza so it will operate there. Girls are element. So I haven't a 000 Let us enter the next batter meter that is three in the X direction 300 So it have created another Nord you can see nor one and nor toe to nodes are created using the geometry editing parameter. So no one that coordinator is 000 and no to their Gordon is 300 If I want to create a beam , I can connect these two north My right click of the mouse. We have a perimeter that is add beam. I'm connecting Thies to north by pressing left like off the cancer off the mouse. So one beams like my days created. You can see a beam segment, so let us understand. The one beam is created, so I am pressing. Shift and shift and command is used for showing them no numbers you can see Note one and no to have creating one beam segment. This is highlighted over here. So being structure as I hopefully gonna being nor one. And Noto is creator. So this is the better media off this. Whatever the structure you will created, Dick will ill highlighted in this geometrical segment area as you can see fun and do not have created one beam. If I want to know the beam number, you can go for the shortcut. That is shift the I have breast shift me. So it is I'll I did one So member beam number one is connected by one and two north. So you can see the program file over here. That is being number one, which is connected to North A. That is over node one and No. Two. Right now, we have defined any property so you can see over here. So this is how we can create our beam element or the north element part. If I want to select the North, you can go for the north Gaza, and you can select the North if you press escape the command with disabled and that afford culture will be beam cursor by pressing the scroll button. I can operate this beam segment part by right clicking on the member. You can select that particular member. So this is how a member is connected. You can also go for the geometry and add being perimeter had been by point to point. We've been learned it all this common in the segment. So had been by point to point. You have created one game segment. Okay, so let us understand how steady editor has programmed this feature. So I will go now in the steady there to understand how the program is written in the battle more. Okay, so let us understand the strategy. Their part, as I hope clip to selected The Space Frame Stats piece is written. Start job and basic information is available in this part. Input word 79 Input foot 79 minutes Stared protects Feature. Will highlight only 79 characters in one length. Means I can write 79 characters in this one particular line. You need to be helped selector Meter killer Newton So it had provided meter killer Newton part. The next one is the joint coordinates Joined coordinates myths. These are the parameters which are the joint co ordinate parameters as you can see fun 00 that means nor want Who is coordinator Desire zero Zito Cedo nor to whose coordinate side 300 So these are the joint coordinators through which a member is connector, so they are represented as a joint coordinates. Instead, a little program file. The next one is the member. In dices, you can see Member one is connected through one and two. That means member one, which is connected to one and two. You can separate the element by semicolon feature, so this is the return file. Whatever the geometry you will create, it will highlighter through this part or in us stead Rich. Inform it. If you want to change, you can change also from the geometrical part, it will also gin. So let us try that This beam number right now we have provided a lent off three meter. So I'm changing this length off three matter as a full. So I have changed the co ordinate off the second north that is 400 and save the fight. So in the main window part, that coordinate system is also changed. Now, the beam length is four meter. You can measure the height using this segment so you can measure the beam length that is four meter. Okay. If you want to change your being blend, you can also directly edit the editor park so that the barometer bill added Now let us scared another geometry for understanding off the various features off the side pro. So I am editing three in the eggs and three in there, so it has created another north and the next one is three in a certain direction. So I have created for North that is 1234 So I will add beam using brightly at him. Command. You can also add beam using this feature geometry. Add beam had been from point of wine perimeter, so let us add the beam, as I hope. Click on the beam. You can see by pressing left click off the mouse. You can add a B member and the beam segment, a DEA so I have created on a square box that is having dimension three meter by three meter so as you can see 1234 all the nosa highlighted. So four north have created four beams so you can use this barometer. So this is the editor or geometrical approach through which you can create a particular geometry. You can see Member one as I click on the member one. The member one needs highlighted, you know, beam segment that his member one is connected to No one and two remember to is connected to North two and three. Similarly, Member three is connected to Nofal and three. Now let us understand the color combination as I oppress my cursor on the beam, it will highlight the three colors that is green, red and blue. So these are the color combinations use for the defining beams to start and and no so the green color indicates the starting point off the beam member and blue blue color indicates the endpoint of the end off the particular member, so starting point through which you have created a geometry. For example, I am connecting right now member number one and three using at beam Command. So my force part through which I have connected their member it will highlight it as a green and another one as a blue. So let's see. See, I have created a member by great connecting nor one and three so member fire segment sigh later. So green color is the start point and blue color is the end point. Okay, The great part is the intermediate part of the segment area. So through Vigen or you have connected the beam, the color will highlight accordingly. Supposed I have connected, Remember number two, nor number two and four. So too will be my starting point and full will be my ending point. So this is the basic feature off the geometric ordinance system through which you can add or create your structure. So this is the geometrical part. Now understand the stairs Editor File of the structure. How it have created the part? See? Okay, So member number one who is coordinator 000 Remember Number two or the no number two who's caught in its I 300 No. Number three who scored in exile? 303 and four four segments. That means a member number one, which is connected to a 12 So remember, in dices it is highlighter in the text file member number 12 member number four, which is connected by one and four. So you can see a member before we just connected by four and one. So editor file is also helpful for creating geometry. You can directly create your geometry by stead. Editor. So this is the basic feature off the editing approach or how to connect a beam member order segment fight using had been comer. Thank you 3. Modifying Beam - 1: Hello everyone Welcome to start pro tutorials today. Villain. Different types of command used for modifying the being, create a new beam or how we can split of being using several commands. So let's start with Show Metre part. Right now I am creating one random geometry for understanding poppers. I am creating four lords. Now let's add this being way can add them by rightly had been Come on, We have learned this in a previous session. No, As we know, we have learned the command for being number that is shift B and shift and for no numbers. Now if I want to modify the being, we have several options available in the geometry park that is at beam at being from point to point. This is our basic Come on now I'm going to check for the admin between mid points. So this is the command used when we used this command because there is changed and fnv add it will directly considered the mid point of the segment, so it will connect midpoint off two segments. Right now we have dimensions off three meter, so it has directly considered 1.5 as its midpoint again If I want to spread this member, I can go from between mid points and I'm connecting these two segments. Now the beam is divided into 1.5 meter segment. If I again split this member, it will consider it half off. One point fight. That is 1.0.75. So it will again consider the midpoint off another segment so we can use this command or creating midpoint. Now the next command is had been by perpendicular intersection. So for this come on, let us understand. I'm creating another orphan north, the different North, which is outside of the elementary. So let us consider another nor having the dimension that is three in the X direction and 2.75 in the said direction. So this is the separate nor creator outside the geometry. Now, if I want to connect this segment toe this particular geometry, I can use right click ATM in common. But it will show some notifications because I cannot directly connect this segment exactly . Perpendicular good. This part it will ask, or do you want to add another here? But if I click on this, it will not gonna directly perpendicular to the segment. So if I want to create exactly perpendicular to the segment, I have to use that command which is used as a had been by perpendicular intersections. So I can go for perpendicular segment part and creator perpendicular Interrupt all the segment part using the perpendicular intersections Similarly in a this manner I can connect this member exactly perpendicular or tow this segment part. So this member command that is had been by perpendicular is used to connect north order beam segment Exactly. You know, perpendicular man, the next command is add Goalby. So let us understand what is a call be called beam is the way we have to provide a certain radius values. Let us understand force right now Here we have a beam segment having dimension off three meter. So if I want to connect a segment off called him I have to provide a minimum radius that is 1.5. So if I want if I will apply one point fight meter radius, it will create a one segment off circular being So let's go for the circular B at being at Goby. Then I click on the mouse. It will ask for the release off courage. So I am a playing really is off courage. Er minimum off radio studies One point fight priding. Okay, so it will create a circular member. But see, we have created our circular member in the X y plane. Suppose I want to provide circular being, you know, explicitly. So I have to provide a separate angle off camera angles. So to come angle specification is there. If I'm applying 90 degree so it will go or it will translate in X second stilettos supply this so it will create a circular member in in a segment on the part. So if you want to create outside the plane, you have to provide camera angle in a minus form that is minus 1.5 off the radius and minus 90 degree. So it will create a circular element in the also deeply. So this command is used similarly for creating a circular elements. So if you have any circular beam in this segment, you can develop a circular being also using the circular being commerce. So these are the basic meaning commands which are used to develop the various types off me . Thank you 4. Modifying Beam - 2: let us understand how we can split the being in the different segments. Now consider the outside part. I am pressing escape so the command will change the default. Carson will be being council now. The beam, as I have click on the being by double clicking the basic property off the beam will highlight that is, it's being number. It's lent their basic co ordinates and their basic properties. Right now, we do not have a sign any properties, so the tables are highlighter with basic table models. If your players are in property, that property will be highlight over here. Credible flicking. You can check this property. No, what is the length off the segment? End of the segment is three meter. So suppose I want to create a midpoint off depart so I can develop a midpoint by providing likely in certain in certain specifications. Allow us toe insert a north in between manner. So let's go for the insert, nor when I click on the insert nor a table will highlight, which provides the beams nor numbers misters proportions. And we have three different options for providing. No, the 1st 1 is add new point. Suppose I will provide distance off one meter so it will directly proportional date and it will create one node. Add one meter. If I press okay, the north will be developed in that particular segment from the starting point thirties over Cream point off the being member, it will create a member at one meter. So right now we have Our starting point is from the segment, as you can see. So it has considered one meter from this side. Suppose I was starting Point is this site who we can all the normal insert from this segment part So unnoted inserted had one major We can check the distance through this So it is the one major Wien segment now So was I want toe apply multiple new so I can go for rightly in certain order. The second part is the proportion. For example I am providing erosion off y in fi. That means it will consider half off the beam blend Here we have the two meter land I helped write a proportion off 20.5 so it will create the north at one meter. I can also go for proportion segment that is considered a midpoint off the segment. So if let us consider another beam segment right now, I'm considering this name slightly in certain. All the similar specification or shortcut is also provided over the task bar menu off The stat pro and icon is also highlighted over here that is in certain so you can go directly from your also. Otherwise, you can go for rightly considering being in certain old admit point cycle. Consider midpoint off the 1.5 at this 0.75 so you can create midpoint of the structure now if I want to split being in a number off segments, so that also is available. The Tora Bora portion is at and points so was I want to provide three parts, so that is considered three parts off. The segment had endpoint, so it will 104 segments that 1234 So three points are created respectively, according to the length of the member it will directly proportionate and created. So I am pressing OK, so it has generated that three north in the spark, so similarly, you can modify the beam segment, using the in certain or command and modify accordingly. Analysis. Let's understand some off their properties off the beam segment Park I'm applying Oh, under the north. What? Understanding off checking the members. If vision drink by mistake, some other members we can develop or modify the segment part. So right now I am doing copy based off the particular know that is one north we have available over here. So I'm Krabi based, providing copy and pasting this segment in the extra addiction. That three meters. So when Nordea's created a three meter bar, No, that is adding of being so I am adding a B rightly. Now I'm connecting the beam segment part Don't there's no So what will happen? A beam is created or whether another being statements The beam is overlapped so by mistake , sometimes week, by creating geometry be made Sometimes this type of mistakes. So we will not ableto more Judge judge that we have created multiple beam segments. I can also develop another beam but while viewing in the window you will not able to justify that. There are three members over here, but so if I want to check that we have ah, multiple types off Nords aren't means began. Go through the check duplicate members or members and I go for the CEC members. It will automatically highlight the duplicate part off the segment. Right now, we have created three circular segment. So it has highlighted this circular segments off the part. Suppose I am checking. Check duplicate. Not so you cannot have any duplicate notes. Check for overlapping cool in your members so it has highlighted number of members. You can see them over Lena. Part of the segment. These are the see. I have developed one member over here which is overlapped one of the member. So it is highlighted so you can check if you have made a developing mistake and creating the overlapping members so you can check through this segment part. So these are the basic commands which are used to modify the beam segment part, and you can modify the beams accordingly. In the next session, VV learn how to apply property and support specification toe the several parts of the structure. Thank you 5. Assign Properties And Support Specification: Hello, everyone, welcome to start proto period. Today we will learn how to assign specification property and support specification. I have considered a basic geometry for understanding purpose. Let's start the basic oh profile, all the follow up which we have to proceed that first we will create a geometry. Lourdes beams are played, then we provide the properties. Then we have to go for specifications, constants or support for analyzing a particular structures. Then we provide the loading. So today we will learn how to input properties. Specifications. Constants are the support we have learned in earlier sessions, like how we can create geometry. No beams are played. So I have considered a basic Children tree for understanding Bubba's the main page control depth in a general format or in a modeling Morris available. So we have four sub topics over here that is materia lowered and definition support specification and property so vile clicking on the material. It will highlight the basic materials which are available in the stat pro with their values . Values off model is off elasticity. Poison's ratio density and alfa that is temperature coefficient, steel, stainless steel, aluminum and concrete out the basic properties which has provided in the in built off the stateroom. So these are the properties you can use for developing. Struck are analyzing the structure. You can double, click or by providing edit approach. You can do the basic properties over here. It's young model s poison's ratio density, thermal coefficient, critical damping and she a model list. So these are the basic properties available over here, which you can use for the analysis. The next part is Lord and definition. We can provide the different types off. Lord, we will learn this in the next session off tried Novia concentrating on the suppose and property specification. So the when I click on the support a new table will highlight. So the basic cable and one of the specifications that is s one on no support specification . Is the Fort Lee available? You can develop the new support by providing to create as we know we have the basic types off supports. You can see over here the basic three types of supporter fixable being support and ruler support off fix about in which the horizontal cortical reaction and momentous available the support prevents translation in vertical and horizontal direction. and also rotation. Hence a couple moment is developed on the body. The next is the pain support. The joint cannot move in the four tickle and horizontal direction, so the reaction will be affects. Sent halfway. There will be no moment in this type of support. The next is the ruler Support the connection point on the bar cannot move downwards so we have a surface reaction or the busy reaction in the vertical direction. So stare has provided the basics types of support that is fixed support here restraining effects If I and F sir, it has written similar manner. Been support is also avoiding up in the support is restraining all three translation degree off freedom and free in three rotations in a similar manner. We have fixed support as we know a Nord or a beam has a six degrees of freedom. Three translation and three traditional supporter fix support. The it is restrained in all six degrees of freedom Roller support. We have to specify or we have toe developed by using the fix or enforced. But come on, that was Understand how we can develop this. We have ah specification off six much trouble fixed but support that all directions are re string or fixed. And we Jews, what are the direction that we want? Oh, release. So we will release the all direction except for the if I so we can go for the check box providing effects. If said mx m y and M sir, we can add this command so it will automatically added in the library. So creo are the holy rollers about is not available in the table, but we can develop using the fix but come on in a similar manner and forced and enforced. But commands are also provided in the segment. The enforcement going is prescribed perforating the Seascape. This list, man, it is used as in load cases where that is a given. Displacement did provided and also we can use this clock mass modeling para meter. So this is how we can develop the different types off support. Now let us understand how we can use this or a sign this particular geometry. Right now, I have added a ruler support fixable and sensible. So let us understand how we can assigned this to the property beach or the show medical part. So we have music. Four methodologies for assignment matter that is assigned to selected North assigned to view use cars or to assign, as I am to edit list. So 04 metal villages are for support. Specification. Keep in mind that support specifications are always allotted toe Nord numbers or the nose. So we have toe select the North US in wages we want to highlight. Suppose I'm selecting this, nor by president left click off the common So it is highlighted so the first command will highlight. Assigned to selected No, it's a manual matter. You can go for selected. No. Suppose I'm selecting multiple lords so I can assign a fix. Support. There's so assigned to selector. Nor it will ask for the assignment. Matter you have chosen is assigned to selected no to Oneto received. Yes, so you can assign manually by providing selecting the North. The next parties assigned to view assigned to view segment is available that whatever the geometry is open in your particular window, it will assign to the whole geometry part part. So let us consider this. I'm going for the second options that is assigned to view, so whatever the geometry I have available and the North feature considered are developed in the geometrical part it will assigned to the view or whatever the structure is available in your rain window, it will assigned directly to that particular segment. Suppose I've been toe remove that support so we have the full specification off. No support. You can go through manually, so let us consider use. Custard was saying, I'm going for the no support means. I want to remove the support so I'm clicking. So as I click on the North, Support will promote in a similar manner. You can go for the man your operation by use closer to assign for assigning a support. Suppose I am want to provide manually use closer to assign. So I am assigning by closer manually, as you can see the cause that has changed to fix support, I can apply basic by firing the fix upon manually. The next is assigned to edit list, and a list is provide. It's a provision for steady editor approach. You can directly added the numbers off the north and by which you can provide the support specifications. For example, let's consider I want to assign fix aboard to untold number having seven. So I'll go for the 13 seven. I am adding number seven over here by pointing a space by so you can see that 137 and 15 members have assigned the specifications 137 and 15. So these are the members. So what? I want to assign number four so I can go for the number four so directly you can use the editor approach also for assigning the support specification. All these bore basic methods are used same in support specification as well as property specification. I thought all the other segment part. So these are the four basic four matters between used to assign. Now let's go for their property wages as I will go for the property Bages. Another table for the property is highlighted, in which we have the reference sections, material table and basic edit options available for editing and building the values that the full properties which is available, will be highlighted. So let's go for the defined property. I'm going for the define sooner Define. We have a basic circular rectangular T section. Trapezoidal gender. Deeper debar deal. You have provided eight hours so you can develop these sections, you have to assign all these basic needs or the table. You can see F one F two all over the geometrical parameters are related over here. If you have the properties off any central section tickets in a share value section, area and death, you can also develop a central section, a Travers Ertl section. I'll go with the rectangle of section. You can see why D is adept as if you have a by his own vertical direction. Left is shown in a widely barometer, so let us consider off beam off one 300 hi to study. So I have added a property even see. A rectangular section is added in the property library section and closing. Now the assignment matter is same as we have understand in the previous support, but as we know, supports property specifications that assigned Toby. So here Assignment Method is assigned to selected beams in the previous section that we have assigned supports that were assigned matter while selecting do particular north segment. So if I want to assign a property to a particular segment assigned to senator, being real highlight can highlight the segment part you can see when I have assigned the property. The segment is highlighted with R one R one refers to the reference one and the section Suppose one toe. If you want to go for the another section, you can also directly by providing on a dissection. 300. I have gone for the 0.300 as we have dimensions in meter material is concrete and you can modify accordingly. Suppose you want to a sign use cause it was in and manually. You can also go for the manual section properties and you cannot sign the whole segment part by many. Now let us see the truly barometer how, after assigning the property, how the beam is look like so you can go for the three D render view and you can see the segment part in three dimensional perimeter and reach over the property. We have a sign. It is highlighted with the color. I had to see the whole structure so that I mentioned which we have provided is highlighted in this perimeter. See, other lines are innocent, simplified more as we do not have a sign that property toe that particular segment so you can assign this and manually. Also, suppose I want to go for assigned to edit list. I have to show for the being number one. So I've been going for being number one, a sign so it cannot sign. I do. It is the reference by which, over the section you want to highlight all the signed. You have to click on that section and then go for the. Besides, suppose you want to delete that property, you have to remove that particular number off, simplify or modify the section you can go for the added barometer. From here, you can edit suppose I want to change stuff. I can definitely change from here, so the left will change accordingly. Missing the lower manner you can assign the property segment. If you want to modify, you can definitely modify. So as we have assigned the concrete barometer, when we click on the public on the member property will highlight the basic section, which we helped write it. That is, to 30 by 300. Its length is 1.5 meter. Its physical properties like it's area inertia, values, elasticity and other barometers loading. We will not defined the loading so it will not highlight. So these are the basic four commands which are used for assigning the property para meters and support specification barometers. You can use this on developing the show medical. Fine. Now let us assign the fuller support for understanding purpose how we can develop as we have. Understand how we can develop the roulette support and also volatile a support. The Carson has changed. You can see a vertical restraint element. Is there so vile assigning you can develop the ruler? Support also, that will supply Kanis different from the other segment part. So this is how you can modify and assigned the property or the specification part of the structure. Think 6. Stretch Command: Hello, everyone. Welcome to stat purple drills to live evil. Then about the being extent or stretching a particle. Remember toe a particular length eso the stretch command is available in geometry. Stretch the selected members. Right now, the command is not highlighted because I don't have selected that particular segment, which I want to stretch. So we will select this particular member, I hope. Consider example off to members for understanding purpose. Right now, the beam land this five meter. You can see that so it's extend his member geometry straight. Selected members. Now we have basically four options available that is particular to appoint through a distance to an existing north are doing existing members. So let's start with the to appoint. So if you provide a particular coordinate value like X y and there in that beams member land, it will extend that particular member. So let us understand that common right now, I'm showing you that the member length is five meter, which has guarding it. X y there fight 00 So if I want to extend this member toe a particular segment to up to eight meter land, so the next value or the segment value will be 800 So I'm entering the coordinate value off 800 Therefore, the beam member will be extend upto eight meter. I don't blame so you can see that the member land is extended toe eight meter length. So this is how you can use the first option. Now let's go for the second option, select a member Children Tree Stretch member. Now the second option available is through the distance. So we have two options. That is a start, nor Andy endured. So if you provide from the start note the distance provided will be extend from this study . No, that is this one. So if I want to extend a member, lend up to one meter, I have toe enter the value off one meter over here so the member will extend from the starting point. So let's see how it works. So I will enter the value off one meter. I'm playing right now. Now the beam length is extended. So initially we have member lint off fine meter. Now you can see that the member lend his extended toe six meter and according it value is in minus one because the initial value of the member has we have 000 because this is the main member, starting with 00 value and the member is extended in the negative direction through minus one. Now let's school for the second option. I'm undoing the process again. The member length is five meters. I have pressed controls there or the reverse option operation. Now go hardy geometry stretch. Come on through a distance and no So I'm enduring value off one meter again. But now it will extend from the end part off the structure all the B member a blame so you can see that the member length is extended from the end part. The coordinate value is six meter and the beam length is extended to six meters, so similarly second option is available or extending the member length. Now let's go body corruption. That is to an existing note. Now, if you have existing north in the line, action off the particular member so we can extend a member. That means the member is in the X direction. So if we have according it value order nor in the X direction we can extend that particular member in the particular direction for understanding bubbles I am entering according at value or creating a north for that particular common. Let's enter value off nine 00 in the X direction so you can see that. Ah, remember OK, remember the Northeast 100 to a second reading, So I'll change the value. Or let's consider seven meters. So I created one, nor in the X direction for extending a particular segment, all the member land. So if I want to connect this member to this particular north, I'll go whole geometry stretch member to an existing north. So we have to provide the value of the north so we can select directly from a pig nor nor number ISS fight or you can directly into the value from here so it will extend to that particular segment. Let's apply so you can see that the member is extended to that particular segment or the member. The third option is similar way to an existing members so we can see over here the member second, remember is available that she word is the being number off that particular member land, remember, is too. So if I want to extend this member up Do member number two. I can collect accordingly. I'll go for the second member option and apply. Okay, so I have no stretchable member is found. We found the other because I have not selected the member. So that's two like the member to an existing member too. Okay, so you can see that the member is extended. SUNA deserve a stretch. Member command is operating in a similar manner. You can go for the various options available. So these are the four basic matters for stretching the member. Thank you. 7. Mirror Command: Hello, everyone. Welcome to statute drills. Today we will learn how to use middle command in stateroom for understanding Pop was I will create one simple geometry to understand how we can use the middle command. So I am creating one simple geometry for understanding off the middle command. I have used lab note beam to create a geometry. As you can see. Oh, simple geometries created. Let us understand this geometries created in X y playing. So I will apply a middle command for the X Y plane. So middle command is available in geometry and middle the similar soccer. It is also available over here in the toolbar shortcut menu. So you can also use this directly generate mirror. So, Jesse, a mirror. When you apply the mirror command, you can see X y wiser and excessive. Three different planes are available right now. Our structure is in X y plane. So I will apply mirror for the why's that plane? So I am a playing wiser. Now I have to consider no longer plain through which all the reference through which it will generate meter Sime applying reference off this so that it can generate the same structure in the opposite direction in the x y plane. But our references. Why set? So let us copy the structure. If you move, the structure will move. So for understanding bubbles lettuce, copy our mirror, the structure so you can see it has generated the middle off the structure, considering why is it plain as a middle plea in a similar manner, you can structure or mirror this command in a different direction. Letters considered except plain as a middle plane. Access this. That is this. So now let us mirror this in. Opposite are indeed downward direction. So now my reference plane will be except plane. I have to consider when, nor you can select any off the north like this one or this one. When you apply the North, it will automatically consider now playing. Okay. So the structure is created through the reference off the excess that plane and it has generated middle in the downward direction. If you want to generate mirror in a similar direction, you can also do that by pressing middle. Now let us consider the mirror in the same plan that is over X y plea. So you have to apply the distance for specific that hard at how much distance you want. Toe generate the meter. For example. I am applying three meter so you can copy the structure or move shift to the structure so you can see it has mirrored the structure in a similar manner in the same plane. So this is how you can use mirror command for various planes are creating geometry. Thank you. 8. Circular Repeat And Rotation Command: Hello, everyone. Welcome to start proper materials. Today we will learn about the circular repeat and the rotation command for understanding. But was I have created three segments toe. Understand how we can use the circular pit command in the various command or by creating geometry. I've created three members in three different directions. For understanding Pappas, you have available to circular bed command in geometry circular orbit. So you can available this by geometry. Circular bean, All similar Aiken is also available in this page. Control tap back. That is circular. Repeat so you can directly open from here. Shortcut is also available. Now when you're blight the circular bed, come on. It will ask for the access off rotation through which it will rotate. What? It will continuously repeat the geometry which you want to circulate. Now let us understand force that is considered Force Tobias direction as access off rotation. So this will be my access off tradition through which this whole structure will be copy. Now, I'm considering this particular being do the debt, Indy. Why direction or access? All tradition. So the whole circular element is 3 60 degree. By providing number up steps, it will count and divide accordingly. For example, let us consider six steps for circular pit. It will ask for the north through which it will repeat. So you can also do that. For example, I'm considered in this particular No. Two circular repeat. So through reference, off test particular segment, it will 100 the circular people. So let's school for my direction so you can see that the structure is carpeted in and rotated according to the Y direction. Let's see the three d part or the segment part off the structure. You can see the structure is food. It'd or cooperate in divide erection. Using circular repeat command in a similar manner, you can go for the different access, for example, that is considered different axes. Now I'm gonna really access off tradition as this particular element. So they're now axis of rotation will be ex sex is off tradition. I have selected X. I want to copy this element. According to the exit, this particular segment there is excess of relation is X. So let us consider that if you provide links steps, it will connect the whole segment, as we have long in the translation repeat command so let's see how its happens. So it has gender did according to the excess over tradition in X direction. Let us see the three diagrams so that you can understand in a better way. So as you can see, Texas off tradition is acts, so it's has generated circular represent this particular direction. Similarly, you can go for the different direction and use despite for the circular. Repeat. So we have tried to different access that is ex and why. So you can seven really go for the set? Also. So now let us consider, said X. They're exercise X sold rotation and routed or a circular debate this particular segment our element. Let's go for the 10 segments to be depicted providing links step. It will repeat the 10 steps accordingly for that direction. So it has changed Richard, considering excess off tradition as that and generated the structure. Similarly, you can go for the different structures using different access off tradition, so hope you can understand. With the different access, you have to take care about taxes through which you want to vote it in particular element in a similar manner. You can use this for the circular depite command in circular geometry where the circular elements are need to be copy. Now let us understand the rotation. Come on, how we can use the tradition. Come on. So now I'm consider another geometry for the tradition command. It is used to shift the structure toe a particular angle or to particular degree. So right now, a square boxes available in X Y direction. We can use tradition command through geometry. Your date and similar dialogue box is also available over here. So I want if I want to translate or move the structure toe a particular degree, for example, Right now, we are considering 90 degree for the fall for understanding Pappas. But we have to provide the Nord numbers through which it will rotate our shift. We have options off copy and move evil copy destruction. So you can better understand. We will select the north through which it will rotate. Now, let us consider that structural recruited about these tools. So I'm selecting these two north one and the second notice Kooky Skopje. Now I have to select structures first. So let's for select structure copy to 19 Italy. So it has provided the warning. Please ensure the B tangle member offsets load directions. It easy on the rotating members that are properly adjusted means you have tow kept in mind that it will not consider their laws as you are shifting the drama to your particular direction so you can see the structure is copy. Do that 90 degree in a similar manner. You can go for the different traditions with the different degrees off that is considered touching duty It did, nor one and the No. Two pressing copy. We have also another option available. That is link step so venue links step. The copy structurally is also connected so you can see at a 30 degree structure is connected 30 degrees. Here it has connected the board plane structures say in a similar manner, you can use tradition. Come on. Thank you. 9. Import CAD File: Hello, everyone, Welcome to start preparatory ALS. Today we will learn about the how we can import the autograph. I'll in the star Pro stand also support the different files for importing. So let's start will go for the new project space. We have option available that is open structure with that. So we'll go for the structure without bad. I mean, while the structure parameter with our drones, we have separate positions available. That is important CAD models. So in order to import CAD models all the article files, you have to convert that particular file to the exit for Mitt so that you can import that particular fight. So I have created one sample article file for importing. So let's cool with that. I have created some sample for rooms vigil I'll put in the sessions so you can also go for the practice for John major creations. So this is one a simple autocrat flight with a different line diagrams. Mind well that whatever the files you are importing in the stat pro, that must be in the one layer or in this single layer so that it will create a proper geometry because there are some issues on regarding the importing cat files because it will connect all the joints in the north home. So whatever their issues we will discuss in the following lecture. Oh, first of all, you have to get converted. That particular file in tow dot the exit for Mitt so we have available option in the article. You can go for savers and we have options available in the same dress moment that is other form. It's save the tryingto dwt DWS or the exit former who didn't go for the other formers. And simply you can select the except former and safety location. I hope converted that particular file for the sample understanding studies into the exit for Mitt, you can simply say from here and import, that's candy except I have created file that is line diagram considering lonelier. If you have multiple layers, you have toe. Take care that all the lines are in or the poli lines are in wind addiction. If you have a drying file off breeding imports, you have to convert that file for regular in the single layer so that because what happens when you import this that any auto care file it will connect all the lines that in the north and being member forms. So some of the issues that there while you import a particular fight, eso if you have ah, breeding plan. So you have to take care about that that you can import either center line drink or the column being line drink, which is the key plan, you know, so it will not difficult. So what difficulty? Beautiful face we will discuss. So let's school for importing the CAD model. I'll go for the scan, the excess so it will ask for the permission. Let's school in the drive. Here is the stairs sample the except Island board so you can see that I have imported that particular drink in this manner. You can compare this. Let's minimize this. So right now it shows with dimension. You can see that it has also considered some of the part, and some of the party is not considered. Now let's much what happens. That's check fight much more than a bit disturbed, bro. Yes, I'll minimize the article. It will ask for the religion. So I am providing 00 oxygen so you can see that the file is imported in the start, you can see some of the party's not consider over here and some of the parties. So you have to take care about that that whatever the file you will import, it will in one layer or in a center line, form it so it will consider accordingly. You also option available in the file import mint. So we'll also go for this segment part that's under this operation. Now I'll go for the file import. Now it's ask for the truly the Except it is a similar operation which we have performed earlier, but in a different way. Okay, so let's school with the start sample, so it will ask no change, so it will consider in divide direction. If you go for the white up, it will consider According, If you pride, let's check 40. No change. The unit is meter Guillain Ouda. So it has been boarded. The catfight in the vertical element that is in the X Y plane. What happens? You can see that the dimension bodies also considerably here. Whatever the dimension we have measured, that part is also considered in the line former. So you have to take care about that. Whatever the file, you will import it. Phyllis in the line, Audie nor coins costarred. Consider all the elements in the north and the in form. It's okay. Two in a similar manner. You can import it. Oh, we can go for the other option. Also, you should go for the way up. It will consider the excess that plane. So let's consider that part also. Oh, again, Opening the stat, bro. Uh, doing the same operation. Okay. Site import, two d. D. Except I have considered the The Excel File. Let's go for the vie up Major Killer Newton. Okay, So what happens is the start file and the care file is considered in the X Zeppelin and all the member that connector similar man. So there are some issues. What? In boarding? Gan mourns. So you have to take care about that. I mentioned part. You can remove the dimension part so that the basic geometry will import accordingly. So, in a similar manner, you can import the autocrat files using the except and this candy, except but you have to take care about the line diagrams and pull informants. Thank you. 10. Translation Repeat Command: Hello, everyone. Welcome to start broke materials to living well done about the copy paste and the reference Command How we can use this command for specifically node and beams. So let's start with your first. I'm entering Simple note over here by primary 000 Coordinate values Now after. If I want to copy are based, there's no in a particular direction. I have to select this note. But right now my note command might The basic cursor is the beam. Carter. So I have to go for us. The note coarser. So I'm selecting note cards. Or first, Now you are able to select. No. Now, if I want to copy this particular segment, we have simple option. That is right. Click copy. And we have the short goods late. That is control. See? So this is the basic command that is you by pressing control. Plus c, you can go for the copy. My right click. You have the option for the base, nor that is control. So by pressing control, we you have the open window with based with the move which has X y and set. That means in the whichever direction you want to copy. For example, I am applying three meter distance in the X so it will copy the north in the X direction. You can see that you have. We have north acted free meter distance. Now let's school will copy this noon in that direction. So we will see control, See And by pressing control V, we have options. Three meter. So I have created the four basic north. Now I'm adding a being so we can understand how we can base the beam also with the similar Come on. I have created one being so I'm selecting that mean President, right Click copy. No, right. By rightly based me, we have the similar option for the beam. Like whether you want toe copy this in the X direction by direction or that direction. So let's copy this into that direction by three meter Sweet will copy the same segment and three meter by pressing right click Add name. I have created one square off three by three. Now let us copy this whole structure that is rightly copy and paste mean you can use to shortcut control C control. We also know I'm copying this whole geometry at six meter from origin do the X direction, so the geometry is also copy. You can use drag command for selecting the geometrical part, or you can simply use control and by clicking left click off the mouse, you can select the multiple structure or the element onto each other. The element you want toe copy paste. Now let's copy this whole structure in the Y direction. So I am providing control. See now Control V. So let's copy the structure in the Y direction. About three meter in the up for direction. That is why direction so feel competent structure in the Y direction. So this is the basic common for control C For the copy and control, you can use the shortcut, or you can write right click copy and paste. Now the another reference command that is used to which is the reference point Command is whatever the geometry you are creating, let us create one being I'm making one square box, which has four for tickle beams or particle columns. Now suppose I want toe copy this four columns with this another square box. So we have options similar available in the copy based command Control C and Control V. So here we have the reference point. Come on now, when you use the reference point whichever the members you have selected that members will highlight. Right now, we have selected for vertical elements tothis four vertical elements are visible over here . I'm selecting any off this member as a reference point so that we can copy the whole four segment toe this particular square box. So that's cool with it. Now the Carson is changed by clicking on the particular reference point. You help us distill specification and you can copy the four segment over here. Now, if you want toe, do the specification or the some specific element want to copy in particular direction? You can also do that. Let us consider that the similar box is transferred our copy in the X direction. So I'm copying this by pressing control. See now providing control. Now let's check that reference point now, see as a reference, Wayne, the selector geometry is available and you held the reference through which it will copy. I'm considering this upper part as a reference pressing OK, so I can copy the same geometry with the reference point continuously in particular direction. Suppose I'm selecting dishneau so it will copy the whole structure with that reference. No, see, you can understand how it's working with the reference point. Come on. So in a similar manner you can use the copy paste and the reference point command for particular direction. Now let us understand how we can use translation. Repeat, come on. By pressing escape, I'm making the normal structure. The command is normal being cars or more. Now, let's understand another copy paste command or that is called the Reference Command, which is available in geometry and the translation Repeat. So we will learn the translation. Repeat command in the segment. Also, as you will click on the translation. Repeat. The similar icon is also available in the toolbar page. That is translation. Repeat. When you click on the translation, repeat, it will open the dialog box that is the three needed in the X, Y or Z direction. We have the force base steps. Basing that is fine. Meter number off steps means how many times you want to copy this particular segment. The generation drags are righted, but that you want to copy the whole structure. Geometry only means if you have provided geometry and loading, it will also copy the geometry and the loading part. Re number B is provided support providing or changing the beam number. If you provide free number, it will start the number from the given specification links. Step will connect all the segment. Now let us first understand how the transition repeat command is work. So by selecting the whole structure, I'm going for the translations of Pete. Come on, let us translate to structure in the Y direction. Let us consider the default. Spacing is three meter now I'm increasing number off steps, three steps so that the false belting I have changed three meters or three steps are paraded over here and changed to three meter. Now let's press OK so you can see the structure is copied in the vertical direction. One to win three times so it will translate in divide direction. Now let us understand how we can transfer this structure into another direction. Let us say it. Let's copy the structure in the X direction, but this tree steps off three meter. You can see that the structure is copied in the X direction with three steps. 12 and three. No, we have another option available that is called the link step. So how it works, let's understand first. Now I'm copying the structures by two steps. Let's say three meter when providing links step. So what will happen when you provide the link step? It will connect the copy structures in the vertical direction. Now let us do without link step first so you can see this structure is not connected. But when you provide the link step, it will connect the north in the vertical direction or the direction in which you want to copy the structure. So not, let's go for the link step in the Y direction. I'm providing three meter with the three steps at a school for the link step, so when you provide links step, it will connect the structure accordingly. But you have to remember that venom. Whenever there is an order available, it will connect that north particular. Right now we have a square geometry which has four north so that north are connected by the vertical elements, so link step is used to connect the whole geometrical part of the structure. Now, if you want to provide the different segment parts with the different difference. You can also do that. For example, I'm creating three steps, but I want to change the default spacing with the different like four step at two meter second step at three meters. You can change it manually according to the your specific requirement. Like the first step will copy. A two meter second step would copy a three meter, and the 3rd 1 will copy a four meter, so you can do that manually. Also select. See how it works so you can see the structure is copied as we have specified. The distance. Two meter, three meter and four meter Send this manner you can use copy pieced and the reference point . Come on. Thank you. 11. Copy, Paste And Reference Command: Hello, everyone. Welcome to start broke materials to living well done about the copy paste and the reference Command How we can use this command for specifically node and beams. So let's start with your first. I'm entering Simple note over here by primary 000 Coordinate values Now after. If I want to copy are based, there's no in a particular direction. I have to select this note. But right now my note command might The basic cursor is the beam. Carter. So I have to go for us. The note coarser. So I'm selecting note cards. Or first, Now you are able to select. No. Now, if I want to copy this particular segment, we have simple option. That is right. Click copy. And we have the short goods late. That is control. See? So this is the basic command that is you by pressing control. Plus c, you can go for the copy. My right click. You have the option for the base, nor that is control. So by pressing control, we you have the open window with based with the move which has X y and set. That means in the whichever direction you want to copy. For example, I am applying three meter distance in the X so it will copy the north in the X direction. You can see that you have. We have north acted free meter distance. Now let's school will copy this noon in that direction. So we will see control, See And by pressing control V, we have options. Three meter. So I have created the four basic north. Now I'm adding a being so we can understand how we can base the beam also with the similar Come on. I have created one being so I'm selecting that mean President, right Click copy. No, right. By rightly based me, we have the similar option for the beam. Like whether you want toe copy this in the X direction by direction or that direction. So let's copy this into that direction by three meter Sweet will copy the same segment and three meter by pressing right click Add name. I have created one square off three by three. Now let us copy this whole structure that is rightly copy and paste mean you can use to shortcut control C control. We also know I'm copying this whole geometry at six meter from origin do the X direction, so the geometry is also copy. You can use drag command for selecting the geometrical part, or you can simply use control and by clicking left click off the mouse, you can select the multiple structure or the element onto each other. The element you want toe copy paste. Now let's copy this whole structure in the Y direction. So I am providing control. See now Control V. So let's copy the structure in the Y direction. About three meter in the up for direction. That is why direction so feel competent structure in the Y direction. So this is the basic common for control C For the copy and control, you can use the shortcut, or you can write right click copy and paste. Now the another reference command that is used to which is the reference point Command is whatever the geometry you are creating, let us create one being I'm making one square box, which has four for tickle beams or particle columns. Now suppose I want toe copy this four columns with this another square box. So we have options similar available in the copy based command Control C and Control V. So here we have the reference point. Come on now, when you use the reference point whichever the members you have selected that members will highlight. Right now, we have selected for vertical elements tothis four vertical elements are visible over here . I'm selecting any off this member as a reference point so that we can copy the whole four segment toe this particular square box. So that's cool with it. Now the Carson is changed by clicking on the particular reference point. You help us distill specification and you can copy the four segment over here. Now, if you want toe, do the specification or the some specific element want to copy in particular direction? You can also do that. Let us consider that the similar box is transferred our copy in the X direction. So I'm copying this by pressing control. See now providing control. Now let's check that reference point now, see as a reference, Wayne, the selector geometry is available and you held the reference through which it will copy. I'm considering this upper part as a reference pressing OK, so I can copy the same geometry with the reference point continuously in particular direction. Suppose I'm selecting dishneau so it will copy the whole structure with that reference. No, see, you can understand how it's working with the reference point. Come on. So in a similar manner you can use the copy paste and the reference point command for particular direction. Now let us understand how we can use translation. Repeat, come on. By pressing escape, I'm making the normal structure. The command is normal being cars or more. Now, let's understand another copy paste command or that is called the Reference Command, which is available in geometry and the translation Repeat. So we will learn the translation. Repeat command in the segment. Also, as you will click on the translation. Repeat. The similar icon is also available in the toolbar page. That is translation. Repeat. When you click on the translation, repeat, it will open the dialog box that is the three needed in the X, Y or Z direction. We have the force base steps. Basing that is fine. Meter number off steps means how many times you want to copy this particular segment. The generation drags are righted, but that you want to copy the whole structure. Geometry only means if you have provided geometry and loading, it will also copy the geometry and the loading part. Re number B is provided support providing or changing the beam number. If you provide free number, it will start the number from the given specification links. Step will connect all the segment. Now let us first understand how the transition repeat command is work. So by selecting the whole structure, I'm going for the translations of Pete. Come on, let us translate to structure in the Y direction. Let us consider the default. Spacing is three meter now I'm increasing number off steps, three steps so that the false belting I have changed three meters or three steps are paraded over here and changed to three meter. Now let's press OK so you can see the structure is copied in the vertical direction. One to win three times so it will translate in divide direction. Now let us understand how we can transfer this structure into another direction. Let us say it. Let's copy the structure in the X direction, but this tree steps off three meter. You can see that the structure is copied in the X direction with three steps. 12 and three. No, we have another option available that is called the link step. So how it works, let's understand first. Now I'm copying the structures by two steps. Let's say three meter when providing links step. So what will happen when you provide the link step? It will connect the copy structures in the vertical direction. Now let us do without link step first so you can see this structure is not connected. But when you provide the link step, it will connect the north in the vertical direction or the direction in which you want to copy the structure. So not, let's go for the link step in the Y direction. I'm providing three meter with the three steps at a school for the link step, so when you provide links step, it will connect the structure accordingly. But you have to remember that venom. Whenever there is an order available, it will connect that north particular. Right now we have a square geometry which has four north so that north are connected by the vertical elements, so link step is used to connect the whole geometrical part of the structure. Now, if you want to provide the different segment parts with the different difference. You can also do that. For example, I'm creating three steps, but I want to change the default spacing with the different like four step at two meter second step at three meters. You can change it manually according to the your specific requirement. Like the first step will copy. A two meter second step would copy a three meter, and the 3rd 1 will copy a four meter, so you can do that manually. Also select. See how it works so you can see the structure is copied as we have specified. The distance. Two meter, three meter and four meter Send this manner you can use copy pieced and the reference point . Come on. Thank you. 12. Apply Floor(Slab) Load: Hello, everyone, welcome to start for tutorials. Delivery will going to learn how we can apply the slab lore in the building. Considering floor Lord, come on. Now we can apply the slab Lord in the form of floral or are we can applied directly the plate element, considering as a slab element, so we can do both things. Either we can apply the thickness off the slab, or we can directly apply the slab lower in the form off floor. Lord. Now, as we know, we have basically two parameters considering the slab lower. Either the slap is developed in the form of a one way slab or to wastler. So let us first understand how we can calculate the floor. Lord. Now the floor lord is considered as the slap thickness into density off concrete plus floor finish. For example, I'm considering the teak nous off 0.1 way fight meter. At this point, identify mm into density off Congress. He's 25 killer Newton per meter cubed. Plus I'm considering extra floor finish off. One killer in Bermudas kept, so my float lord will be 4.1 to fight killer noon per meter square. So instead I will applied this lab, Lord having the slap thickness wondering if I am, um so the floor lord will be 4.1 to fight killer Newton per meter square. So we will apply the floor lord in the stead. So let us first understand how the slab is developed. Now the slab is basically in the form off either one way slab or to Islam in the one way slab. It is simply supported by the beams only in the two sides. The main reinforcement is roided in only one direction. For one way slap. I'm in on the other side. In the tourist lab, the tourist levies supported by beams in all four sides. Then the main reinforcement is also provided in the both directions. No. Normally, the ratio off alibi by Alex that is the longer span, too. Short response. If it is great ally by Alexis Greater than two, then Reese consider as one with Slab. And if the alibi by Alexis lays then toe, then it is country Raza to Whistler. So stat Pro has a specification for providing the floor. Lord in the form Off page control. Damn! In the lower in definition so we will go and understand how the floor lord is considered. So let's go and develop First case, I'm developing one simple case for understanding. So let's consider this and we will check that how the floor lord is working in the stat pro . So here, this floral or command is available now The floor Lord Command is working in the form off range in the different ranges like we have basically three global coordinates. That's X Y and set. So it will, working in the form off range and the group form, So we will understand each parameter one by one. So right now I have considered the floor lord 4.1 to fight kilo Newton per meter square. So I'm entering that value off full 0.1 to fight kilo Newtons per meter square. Considering the direction global y direction, we have also the specification for providing the one way slap specification. If you've want to generate the slap in the form off one way distribution, you can do the check box and therefore it will be the longer direction in full. Considered as a one way step, we have to input the data off X y and Z range specific for understanding the floor. Right now, I am not providing any range. We will consider all the perimeters in the form off 00 for understanding. Then we will learn each part. So I'm adding this so as soon as I have add the floor. Lord command is generated for 4.1 to fight killer new temper Meter square. As you can see, it is the distribution pattern for the floor. Lord, we will understand now see if we have the Lord in the former one way slab, the Lord is distribution is will be transferred to the beams only on the two sides. So the first figure will understand how the Lord is distributor in the former one way slab . And if we are providing the two ways lap than the lower distribution will be in the all four direction according toe this battle meters in figures. So this is how the Lord is distributed, so starving automatically consider whether the slab we want to give is as a one way slab or to waste lap. So I have considered all the four sides having Strel by 12 meter floor. Great for understanding purpose. And one of the great available is here is this one. So right now you can see the old perimeters are considered as a to waste lab. So it has considered flooring the former to a slap. But if I will provide a check box off one way distribution, then it will automatically check that alibi by Alex Ratio and consider it accordingly. So you can see that by chicken one way distribution. It has removed all the perimeters, considering this one as one West Lab, because rest off the grid has held by by Alex, ratio is same for the two wasteland by this one is alibi by elects greater than toe. So this one is considered as a one way distribution. You can also go for the to waste lab distribution. If you remove the check box, it will go for the to wear floor distribution. So this is how one way end to its life distribution is Consider. Now, let's see. I have no pride, any range right now, but the thing is the geometry or the florid I have consider, according it value is 00 means the floor is Indy wiring wiring that is old vertical range. So all the vertical rains are in the zero from you can see over here. So if you're not provide any strange, it will automatically consider toe debt particular part. That means right now the floor grid is Indy 00 Home, which has all the co ordinates, means all the North have the co ordinate value off my direction is 000 So if you I'm not writing any range, whatever the slap panel, I will develop at the grid off or at the north off 00 that is why range. I'm talking about the wire in specific little specifically so it will consider the floor Lord in all the four direction, for example, I'm copying the structures and placed it in the Y direction at 15 meters, no less chick. Right now, the group is that 00 coordinate value for my range. So if I'm developing any good structure in the X direction or in desert direction, it will automatically consider because we have not specified the X. All these surgeon if we are, is providing the X and zero Rennes, then it will limit the boundary means the floor Lord specification is there Never will get the clothes boundary. It will automatically Ginger tea floor, Lord Perimeter. No, I'm undoing the process. Now let us understand. Xon said strange and then wiring simultaneously. So now let's consider this for screwed. I'm going to geometry part. Now. Let us consider if I want to generate this lab in the fourth grade only that is this one. So I have toe provide the boundary values for the floor. Lord Command, let's go with the flow Lord Command range. Whatever the input values we want to apply. For example, Right now, why is 00 that Mr the floor grid is at 00 level now I am providing X range that is minimum and maximum range. So when I pried this range, the range will be in the form off the normal values. For example, I'm considering the first square box off the slap. And if I want to provide the slab in only the 1st 1 then my coordinate value or the minimum exchange valuable with this one and the maximum will be this one in a similar way in the exact direction my minimum value will be. It goes that value off minimum and that value off maximum off that nordle part. That means this box is connected with the four lords and that north nodes, according at value, will be my ring. So let us understand what is the range right now I'm activating when tool That is called structural double dip option so that I can see the co ordinates impressing. Okay, so the according its value will be highlighted. Over here you can see the minimum value or in the X range. The minimum value is 000 for the X range and the X range according add value is three. That is expert. You have to understand the total range off in the X direction. Now I'm considering this that direction. So my direction minimum according it value is zero, and the maximum coordinate value is three for this. Particulary so, I'm applying the range off floor in the X end said X is 0 to 3 and there is also 0 to 3. So you can see the floor is applied only this much part that is the range off this particular slam. Now let us understand what happens when I'm not providing deserting. So it will automatically consider the floor Lord in the holes that direction. I'm not providing the said ring. I have only specified the exchange. It will limit the values off floor Lord in the exchange only it will not consider in this that part. So you can see that it has consider the their range part. I said, this is how you can specify the range. Let us consider the another part. Suppose I want to provide the floor Lord in does great. So let us say what will be the range for this particular part. So I'll highlight the coordinates. The minimum range for the X is three. The maximum range for the X is six similar way for dessert direction. Minimum ranges six and maximum range is nine. So they will change over here from 3 to 6 for X range and 6 to 9. I'm changing the perimeter so it will consider the floor lording this much range only that is over minimum and maximum according it value off that particular boundaries. So you have to consider the boundary elements off that particular slab. Now, if I want to extend this lab or let us consider this much part off the one way slap. So what will be the range? Let us say minimally in just three. Maximum range is nine mind Well, I'm considering the coordinate values off in the X Direction three and nine. Similarly, for dessert Direction nine and to it. So three and nine entering nine and 12. So slab Lorries considered in this much part only know weekend if we can check for the one way slime. So it will consider that someone with slap considering alibi by Alex Ratio. So this is how you can provide the X and has that range simultaneously. Now let us understand what is the function off my range? So right now I'm doing considering the whole slab and providing the translation Repeat in the white direction for understanding the wide range Pappas. Let's go for the three. Translation. Repeat with the three meter value links step. So what happens is the floor is copied toe 12 and three part. So the total height off the structure is nine major. So if I employed in the range now, let us consider dividing. So if I am providing the range off six meter, So what happens up to six meter that is in the Y direction off to six meter, if any. Cool those boundaries available. It will consider the floor Lord in my direction. Okay, so let's remove the check box. I'm considering all the part off the building so you can understand easily. I have seen I have Roy the range off fighting to six meter. If I'm riding the range off nine meter, it will consider the slab Lauren whole building C 0 to 3326 and 6 to 9. Now let us change the violence of 23 meters, so it will only consider the first part of the structure. 23 meters. That is the first grade is at our The first coded is Advil, this one and Whiting's. And we have the second Wyatt injured three meter. Now the 3rd 1 is at six meters. If I'm providing the range off six meter, it will consider up to six meter floor. Lord, I'm providing the nine, so it will consider up to nine meter. So this is how you can provide the slab Lord for the whole building structure and consider the slab lower element. It is how you can apply the slab lord by simultaneous. Another option available of it us is that is a grouping part. You can apply this lab lore by providing a group members also. So we will understand this right now I'm deleting this group or one to fight. Now let's divide this structure into group several groups so we can easily apply the floor . We have the specification for creating group that is available in tools. Create new group. So I will create one new group tools create new group. Now we will apply floor group. Now let us consider the first floor. I'm developing one group off first floor. So the name is a sign. Now what will I do that I will consider this much part in the group For creating the group , you can develop several groups. So what happens? I am assigning this as a first floor associate to view So this one is associate to first floor group. So I have created one group of that is called first floor. Now, in a similar way, you can develop for the second floor also So this one is second floor on the shortcut available for the group a specifications or this group Command is also controlled. G. Now go for the create. Reveal a play. Second floor, second floor. Okay, so I'm developing another group off floor. You can develop for the beams. Also forget the warning is shown. Title has blank characters. You don't have allowed space in this, okay, that I have created the second floor associate to selected geometry. So I have created two groups in a similar manner. You can develops different group also for assigning the floor. Lord, come on. No, let's go with the group perimeter. I'm adding floor, Lord, their supply minus 4.1 to fight kilometer square to a group. So whatever the group we have created, it will already highlight all over here. Uh so the commanders highlighted and the group lower is assigned in the form off floor. Now, grouping can be done. So this is the part of the floral or you can apply using groups and simultaneous command. Now, another part of the grouping is you can develop a group off the beam also, For example, I have consider outer beams in the form off 2 30 by 4 50 and the inner beams in the form off 2 30 by 300. So if I want to create a group off to 30 by 4 50 I can also develop a group off members create fighting means group name. I can never love 30 by full 50 at blank species, not allow central chewing the warning. Okay, so I have to consider Okay associate to select a geometry. So what will happen? The bondage of the group is if I want to highlight the members against their really highlight the beams using the group common So this is also another advantage or another command for grouping You can develop group for the nose also floor Great Also specific geometry also. And this is how you can apply the floor Lord. So I hope you all understand how we can apply the floor Lord, it will helpful in the building design while we are creating the slab lore. Thank you so much 13. Apply Load to Plane Frame: Hello, everyone. Welcome to stat brutal drills to livable. Going to learn a simple plain frame for understanding how we can apply the different types off law to a plain frame in the horizontal Elvis as well as in the article member. I'm considering one simple plain frame going with the plane member, changing the name clean free, and we'll understand different types off law on how it will applied to global and local access off the member particular. The full June is meter Killer illusion. We'll go for the ad mean Uh so it's, ah, loading. Quite okay, we will simply 51 simple grade having fine meter height. Okay, so I hope draw simple, plain free. Let's stop the grid now going to apply for the property on Let's go for the support specification. First, let us apply one. Been support. Another one is the roller support. Same Applying the ruler support. We have earlier understand that we will release all the direction, forces and moments except if I so it will create the roller support. So I am assigning a ruler support over here and the another part hinges Abort. Now we will go for the property beach will simplify our property because it will consider the modelos off elasticity value. If you're not provide the property it will show at her considering model is off. The elasticity is not defined. So it will apply a simple air property off 2 30 by 4 50 Ask to see Bean. I'm assigning this assigned to view. Okay, so let's check out the three Lee part off the structure. We have three D render view available over here. You can also view from the treaty Randall Park. No see, the element of level is and it is much bark. This is three D part of the structure to 30 by 4 50 Element. Now, if I want to change the orientation off the structure, we have different specifications that will understand that it's called the Be dangled specification. Let us see this audience station the condition. Right now the death is in the X that is full fifties. This one and 2 30 is in the right direction. So if I want to change the condition, I can go for the big tangle specification. It will change the orientation. The same same commanders available in the geometry. Constance beat angle. The same specification is violated over here. So what? I'm playing rotation off 90 degree. I will add associate to view. So it has changed the orientation off the whole structure. So let's check this how it looks. Now you can see the with additional, remember is changed. So it is how you can also apply to be tangled for changing the condition of the structure. A similar pattern is available over here. You can add it also from this property or did this spot Now, after a plane property, let us consider the lording part. I will consider two point loads and toe you TL forces for understanding horizontal as well as vertical forces. And we'll also do a simple combination off these two lords. Right now, I'm considering two basic load cases. That is the dead lore for understanding how we can develop the lower case. Also, that is the dead load that has had two cases. Now another one is the live look. So we'll also understand how we can develop the Lord combination parts, and we will consider two different lords in two different load cases for understanding off the lower combination. So let's go for the normal or I'm considering to mineral ores in the X Direction summer playing Mines 100 Killer Newton Foods and adding this force. So my involved you have applied the normal four, so it will only apply to the north off the particular structure. So we'll apply. There's no Lord two notes, right aeroplane, rural forces. So we'll consider this no law and this but and this park. So I hope, like two notes, I'm removing the minus direction so that action is changing its positive. If you apply a negative, it will go in the reverse direction. So we have considered to point Lord's order in Order Lords, you can go for the similar Lord in the Member specification and the Concentrator force also in a similar manner. You can also play the same force using the member for salt. Right now I have a playing the normal order. Now let us consider different lords off que de l part. So these two lords of you will consider in the lively or for Mitt all the live long case understanding the lower combination part and the Uriel Force part so continuing minus 10 kilo Newton. Load off. You'll yell force I'm applying in the global wide direction that is vertical direction. See, we have the specification off directions that is ex wiser, local as well as global. So we will understand this. How it's what So I am a playing one Vertical lord in Global by now there another minus 10 colonial in the global X and one in the local way. So we will understand how the local why is work. We have understand earlier what is the global and local direction off the structure so that whatever the geometry we are creating in the space element off this main window, these are the global access. That is why we're vertical ex horizontal and said is perpendicular for shifting the orientation. We can go for the shift. Oh, come on, You can see there basic geometrical park shift or I have pressed shift for checking your condition. You can see the X range or the ex member is highlighted with blue arrow. Why? Range is highlighted with the green arrow and their ranges highlighted with the red one. So what happens? These are the local excess off the members and whatever the structure we have created that is our simple plain frame or plain frame is created in the whole global coordinate system. These are the members individual access. So for a B member, global and local arts think you can see that right now the X X is highlighted with the blue , but with the same exes that is blue for column. It is the vertical by direction. So what column? The local access All the Y axis is the same para meter, but in the local form, it is vertically changed. Means for being global and local has seen. But for the column, it is a change in the vertical form, so the each with a blue excess, which is highlighted in the former effects for the column. It is highlighted as a vertical element, so we'll add another lower off member Lord that is minus 10 kilo Newton. The local way you can air using local also as well as global. Also, we will consider this law was closer to a sane playing a UTI allure shift. Repressing you can see the values or play she x global X direction. OK, same considering the positive values. In the both case, let's see how it works. First of all, considering global ex para meter for this particular column. See, we have considered the global X direction So excess indeed this But for the same column local access is why so Now we have considered the same Lord we can apply using local by also. So I'm playing this lord. So this particle, remember? Okay in the minus direction. So same Lord of we have a plight looking hard. Right? So this is how it works. Now see what happened, I hope considered three different lords in three different panels. When you yell Lord and one point, look. No, let us analyze the structure. Now we will create two combinations, different combinations for understanding this. So what happens? Did this and be applied? The combination we have specification. That is command loading. Automatic Lord combination. Well selected court, that is. Or Indian core. We have general structures. Okay, so what happened is right now the that and live load are not showing all here to next. Consider this. Create loading Indian court channel structures. So it has generated four lower combinations. When my if I load one that is over. Lower case one that is that Lord. When? When filed too. So that is our lower case too, right? The next one is one point Fight 31.2 Lord one Here. Lower one is dead Lord and load to is lively. So this is how you can also develop the automatically load combination provided by this that now let us analyze the structure. Come on. Analysis, perform. Analysis All now I'm analyzing the structure for the stool. Particular lower cases. If you want to develop the manual loading can also go for the lower combinations. Considering normal that and live Lord, you have to apply the factory over here. For example, that blowed plus live lord or 1.5 lord plus Lilo. So I am everything factor of 1.5 dead Lord, The 2nd 1 is similar for 1.5 live lord and I'm adding this course so you can manually also apply 1.5 hopeless like you can do manual also So let's analyzer structure for this particular lord combination. I'm analyzing the structure. Okay, now we will go for the post processing more for understanding the all loading results. Okay, now see if you held the deflection battle of a level over here. I'm considering the post processing part. Have the deflection diagram available as real quick on the reaction. It will show the reaction off the plane frame members v help displacement, No total displacement available and the related with specimen table is also available for all the lower combination in cases did related part. You can check the Dagenham after post was sitting actually force sheer force bending woman Dagenham by pressing the load values. Right now I'm closing the It's Structural Park. The street from Langham is also highlighting. Now See what happens when I'm playing the Lord. Let's go for the post processing mode and they're putting the diagram Values results. Who value being results bending? We have bending CEO zero kill a neutron bomb meter kill So it is not showing the bending moment Diagram properly. We have actual fools Dagenham, so you can check for the actual force. Also, results view value. I mean results. I'm showing the Excel Force values and not we have actual forces value available over here so you can go for this now. If I'm clicking on the particular member, it will show me the sheer bending as well as deflection part you can also, I saw the value off bending moment using this part also by double clicking on the member you can see the member is divided into 12 different segments, right being number to reach over the land is available. It has considered four part showing a fine officer if I'm changing bending. Why the bending moment? Invited option is also available. She off was in violence years that is also available. If I want to check the bending moment for particular segment, I can check accordingly with deploying distance separate distance, the values are available. Considerable values are also available. Over here, you can see she airbending as well as a reflection part. Let's go for the another post posting part that is, the action displacement being We have grabs available. So these are the basic three graphs, moment, shear force and the actual force. We have one, particularly in actual voice values. Over here. Beam graph is shown in this particular direction. Stress values are also available. If I'm click on the double double clicking by Remember, you can check distress values a different distance. No see. What is this? It's a stress control diagram for showing detention and the compression zone for each stress value and the stress values are shown over here in the table form for each lower cases. So this is how you can check all the values at all four corners. Maximum compression, maximum tension. So when I double digging on the member, it will show me the tension and compression zone. Simultaneously, we have one render view as well as a cross sectional view available with this race values at different locations. So this is how you can check his chest values and the forces value also and you click on the forced all the forces for corresponding Lower cases are available over here. So this is how you can analyze the plain frame, and all the forces in the post will sing more. Thank you. 14. Dl And Ll In Building: Hello, everyone. Welcome to start proto drills to livable. Going to learn how we can apply the basic different types off lower in a building and how we can calculate that lords in particular building as we know, there are basically three types off lords which will be considered in a building. These are did that load live Lord wind load and the earthquake Lord first to the dead Lord and live Lord They are the static lowers in dead Lord All the permanent lords like weight off the building mass or any structures weight is Consider live Lord is weight off everything that is superimposed or the rate of any movable structure like weight off persons or anything. It's consider we have Indian standards specification for different types off. Lord, if you want to refer that for Dead Lord, we have Ah yes, 875 Part 14 cold provision in which the basic building materials and you need to wait off. The various materials are provided in live Lord for the different categories off building how we can consider the live Lord that is mentioned in Eyes 875 part to the wind load and are Quick Lord days are the dynamic lords feature changes with the respect of time, so that specification is also available in ice. 875 Part three in the earthquake. Lord, I Yes. Eight I yes. 18932 thousands to court specifications is available today. We will consider the basic Building Lords that is dead Lord and Live Lord, and how we can apply that lures we will understand and the stab proof now that start. I'm considering a simple building frame for analysis purposes so that you can understand how we can calculate the basic building loads. So let's start with the space. I'm considering a symbol frame for understanding when a building design let's go with the structure with that part. Also, let's start with the structure with our part to select, I'm going to select the oneness simple geometry from the sexual structure. With that part, which is available in the frame models we will consider of a frame, let's consider a simple bay frame having height off three meter. I'm considering only the fourth floor parts so that you can understand how we can apply the loads. Okay, we have a number off base along, I'd only one. So I'm considering a simple frame so that you can understand how we can apply the Basic Lord in the building. Let's Marge this model with this, that pro. Okay, so now consider this building on duh, we will apply some basic properties. Let's consider this as a ground floor Onda. Now we will A price and property. Let's consider the property part will apply a rectangular section off point full fight by 0.0.230 for the column and 0.350 for the building. That is, I mean, so we will apply this for the column to 30 by 4 50 column on Let's a select being Spell it away, assigned to selected beams so that I can assign this. Now Let's go for the bean part will analyze the beam accordingly on and let's elect this several I have select in the elevation part. You can see that all the beams are selected, so we'll assign this as a theme park. So we have assigned the columns and beams. Let's assign the support. We'll go for the support create well, a scientific support. I'm going to the elevation part. I have changed the course er to the note cards so so that I can assign this supports. Do each of the members now. So this is the basic geometrical part We have considered this. Now let's start how we can calculate the loading part in the building. So that's first understand. What are the laws incorporated in the buildings? A. Z You can see the basic laws which we are considering. These are the four lords internal all the partition Wall Lords Floor Lord Flow Lord, that is slab lower, as I have mentioned earlier, that we will not develop this lab or we will not model this lab as a plate element in the stat. But instead we will apply this lab lord as a floor. And if we have any can deliver part than also we can calculate. So the Basic Lords which we have to calculate that are the warlords Andy floors. So let's first understand how warlord is calculated. So we have to calculate DeVol, Lord, the basic density, all the you need weight. Off break is 19 killer new temper. Miroku. So I have calculated the wall thickness into wall height and the unit weight off the break . So basic vault Ignace available. It's 2:30 a.m. and I have minus the from the clear height that is the floor to floor height is three meter and I have minus 0.350 That is the member. That means whatever the mean we have selected in the geometrical part, I have to make ah minus that particular death part off that section. So I have minus that deft from the clear height 0.350 meters. So this is how I can calculate DeVol or 11.58 kilo Newtons per meter in a similar manner. If you have the internal wall, you can calculate this wall thickness into wall height into unit rate off the brick in a similar manner. We have to calculate the floor right now. I have considered then city off concrete as a 25 kilo Newton for me, tickets for the slap part and the thickness off lab is 1 25 with extra one killer Newton Parliament Square floor finished. So that's why have you can calculate the floor as a 4.1 to fight killer new timber middle school and if you have any cantilever part, then you can simply multiply the floor into that lent off the particular can't deliver part so that you can can calculate. Also the Lourdes on the can deliver. So this is how we will consider one by one lord in the sad bro. Let's consider this now. In this particular model, I have considered the outer element outer boundaries. Or let's say I'm opening this particular floor. If I want to know this floor, I will go over the options, selecting a whole structure that is a particle of floor and right click new view. We have the option for creating the same window part, so only that much floor is available. Now. I'm considering all the outer walls as a main involved. So these are the vaults, which we will consider as the main vault that thicknesses to 30 mn and the rest off the Volvo will consider as internal followed. So I am the very for the line that the reach of the beams I have selected and that particular but I will apply DeVol lower in the form off 2 30 thickness and the rest of the beams that is the internal beams or the partition walls. We will consider in the inside part off the structures. So let's start with the stat Pro. Ah, let's go to the General Lodin definition will develop one case. This is the first case did that glowed well applied in that Lord case. First of all, we have to apply the basic lower. That is the lower, which is the self, it minus one so that it will calculate the stars. Salfit, we have to apply this to the whole structure. I'm going to assign as assigned to view. So self ladies assigned now lefts. Next part is devolved. So we have calculated the warlord as 11.58 kilo neutron bomb eater. So I will apply minus 11.58 Kill a neutron bomb eater ad. Now, let's understand how I'm playing this Lord. I will go for the floor. Part right. Click New view. I'm considering all the outer beams for the main warlord. Okay, so we can go for assigned to selected beams. Okay. So you can see that I have applied the all warlords for the outer periphery in which we will consider the 2:30 a.m. I'm taking this wall now. Let's go for the inside wall. Now we have separate options available for in the selection approach. We can go for the inverse beam selection. We have inverse mean selection. This command will allow us means right now. Whatever the beams I have selected, it will rewards the selection part. So you can see I have select the reverse being. I will go for the right click new view. So I have only the internal beams or the internal walls, which very applied internal wall. Or so what is internal Warlord? It's five points of a nine kill a neutron bomb eater. So we'll go for the member Lord again. Minus 5.79 That's considered 5.80 and I'm going to assign to view. So this is how I have applied the basic Fall Lord. As you can see, when I click on the 11 point fight, the blue color is highlight. That missed it is the assigned Lord, and the rest of the lowers are in the green part. So when you click on the particular Lord, it feel highlight with the blue color respectively, and the rest of the one are in the green form shift the you can press and you can see the Applied Lord in the prescribed form. It is the shark good for the loading bar. So we have applied DeVol. Or now let's go for the flow lower or this lab Lord. So let's go with this lab Lord, we have to apply as a floor lord. So I'm going for applying flow Lord floor Lord, we have calculated using the steepness when one identify considering 10.1 25 I'm weakness with verify Killer Newton for medical load and the that's considered this as 4.1 to fight killer new timber Middle square. So we will go with the 4.125 kilo Newtons per meter square minus 4.1 to fight killer Newton per meter square wiring time specifying will consider ground plus three stories. So let's apply the 15 meter right now for understanding. So this is how the floor Lorries applied. So all the basic laws are consider in this part that is the weight off the wall or and we don't This lab, the great off beams and columns will be calculated by stare using this sulfate command. We have applied this Elfriede common. So the weight on walls and our weight off beams and columns we did not need to calculate it will calculated using this self a common it will calculate automatically. So we have applied the Basic Lords. Now let's go with the second load case that is the live load case will go for the second lower case. Live Lord like Luke. Command now understand, Alive Lord is a movable part. We will consider right now the live Lord as a two kilo Newton per meter square, you can go 44 killer Newton, or you can defer the I s one. Ah, yes. 875 parts to four. The variations in the Lilo. Right now I'm considering live Lord, as do Colonial Embalming Square. I had believes remember that it will change the live Lord for depending upon the function off your breeding, you can refer the ice 875 part two for the different variations. Right now I'm considering minus two kilometers square. Live Lord is also applied in the form off floor. Lord, develop lie, Delilah. In the form of floor Lord. So this is how the floor or the live your party is applied. So the basic building part or the loading parties Consider in this I would consider one floor only. So now you can apply the translation. Repeat command. So all the lords are also repeated again. If it respected translation, ship it so the basic loads are considered that it is the dead lord and live Lord. Now we can go for the translation. Repeat command. Let's go for the translation. Repeat, I will apply in Dubai direction for the three meter height with the let's consider two steps. We're not required to go for the link steps because already we have selected the columns into property part. Okay, what's the problem is Ah, the fixed supports are also transfer able. So if you want to remove the support that we have all the different specifications available in the support part, that is the no support. So you can remove the support using this command assigned to selected nodes. Okay, so we have removed the support, so you have to take care about that. But you repaired our either you can go with the links step and copy the floor only so This is how the lords and definitions let's check first, whether it's apply or not. You can see ourself. Radios are fight only to the ground floor. Only Valerie's applied to throughout the structures. Same wears a partition wall alone. So we have to apply the cell phone. You have to check first whether the all orchids up like property or not, will go for the assigned to you. 40 sulfate common in cracked. It sometimes happens that it will not consider self to the transfer able part. So this is how we have apply all the Basic Lords. It's check first. Okay, So floor lord is also applied. Now the basic level considered one basic combination for that is that Lord plus live Lord combination in the command loading automatic load combination. 40. When we go for the combinations, it will ask for the cord General Structures 100 lords. So it has generated basic lower combinations for the dead lore and the livelihood part. So this is how you can also generate auto load combination. You can go for the manual or combination Also. Now we can analyze this, but link particular. Okay, So this is the simple building you saw that you can understand all the basic laws, how we can apply this. And now I'll go for the command analysis, perform, analysis. So this only only analysis part Now, if you want to go for the design part, you have to go with the design tab. We have several specifications available in the stat Pro for specific design. So you have to go for the design. We'll go for the comfort. We have to select the court. Select I s 456 for the design core. Now we have separate parameters of a label in the defined parameters part where you can go with the number off variations for the cover part. That is your real strength part. Off the concrete and different scenarios which are used in the design perimeter like that is the clear cover of the Congress. Create off concrete and maximum or minimum bar specification. Thes are the several specification available? If you want to design our building with the specific are different parameters right now. I'm not considering this parameters. We will understand these parameters later on. Right now I'm going with without barometers. Eso I want toe show you that if you do not bear provide any parameters. Using this instead will automatically consider minimum requirements as what? I s 456 So right now, people not defining this para meters. We will understand this later on. I know. I'm considering only commands and fiddle priding perimeters. We will only provide the command for design being on designed column and the third part available that is takeoff. Takeoff will calculate the volume of concrete and require bars off the steal. So I want to show that if provide only commands for design beams and columns, it will check according to the total provisions off highs 456 and design it automatically. So we will consider these command parts will go for the design bean. I'm adding the part designed column right now we have there. Don't out. Have develop any slab over here. We have applied the floor, Lord, so we will not consider this last part. Will consider the takeoff takeoff calculated for Liam off concrete and still quantity offstage. So that's cool. With the design beam, we will select all the beams for applying the design being Come on, signed to selected beams. Okay, So you can see all the beams are selected. Select means fell two way. Okay, so for applying the design column. Come on. We will go for the select being spelled the why. And you can assign this toe selected beams. Concrete tickets automatically assign. So we have only applied the design. Beeman column Calmer. Now we will go for the analysis part. Command, analysis, perform. Analysis. Okay. Analysis. Run! Now let's see what stead will design for this particular school provision. Will Cal great! Each off them. Ah, Now you can see that we have one warning regarding the floor. When you apply the floor as a slap for this lab, If you will find always one warning that is warning regarding duty floor Lord. Come on, let's see. What is the warning? Okay, so the warning is Please know that depending on the shape of the floor, you might have to break up the floor. Either one, they are to it. So you will always find this warning because we have considered all the parts in the form off to a slap form. You can go with divan reform, so it will always show one warning regarding the floor. Lord means depending on the on the land, you have to break up that part. No. See, let's go over the output parameters. Post processing Mort is activated. You can find the displacement over here for the normal memory. Less of displacements are also available for each combinations. You can go for the beams. You have stress and forces value available for each mean values. Okay, so let us understand how the output has considered the design part. So we will understand. Relate that design part off the Okay. So let's see being one designed results, C STAD has consider M 30 grade for the design parameters. If you 415 men still a fee for one by secondary steals, it has provided the cover off 20 firemen for the beam. Now, somebody off the reinforcement area is provided over here are shown over here, so you can see that the beam number one has a three meter length and it is distributed with top and bottom reinforcement. You can see Ah, actually, one sample of the beam that you can understand should be Let's consider one of the bean part right click new view. Well, I like the bending woman. Dagenham, Right. Lam have considered the bending moment Diagram results view value being results. Okay, you can see that for the According to the deflection, we have the negative bending woman diagram at the support park and this aboard junction. Okay, so stared has divided reinforcement. Accordingly. You can see that a three meter mainland has the negative reinforcement. Supporter enforcement of 1 75 Square square me? Mm. Square in the low intermediate part. That is No, that is no enforcement provided. So So this is basically consider he have the negative moment. So it has considered the negative part, Mr. In the bottom part. In part, you can see that reflection is more and bending. Moment is also war. So it has considered reinforcement indeed, mid part. But in the end part, off the bottom reinforcement that is Syrian forces Tzeitel. But enforcement, provided depending upon the Yale still required. They have provided the enforcement area all the still, uh, this is somebody off Provided reinforcement it is based on. This requires still 1 75 minutes square. They are provided to numbers off to El Dia. Continuous bar off one layer layer. Indicated the number off bars in each line. In the bottom part, they have also provided two numbers off tender bars off one layer and for the sheer enforcement or the distribution So we can say that too late. Eight Dia Steer apps at 110 Emam Center to center spacing. So this is the reinforcement details. Based on the sheer force and bending moment calculations, you can see minimum two numbers off it right now. You can see in the top reinforcement part in the intermediate part. That is no requirement off the reinforcement. All these if you have still. Still, they have righted minimum two numbers off back because for providing the Steve jobs, you require minimum four number off bars at each quadrant. So this is how the reinforcement details are paraded. Let's go for the column. Needles. How the column regions have paraded will go for the column. Okay, so here column leaders are required. Still, it is calculated Te'o calculator. Concrete area Main reinforcement is provided eight numbers off 12 dia bars. Pretty dire enforcement off. Hmm There. Rectangular dies at 1:19 a.m. Central Sanders facing sex incapacity or the calculated Lord for which they have calculated the state is Freud. This is the force, and this is the require moment. So this is how you can go for the concrete design in the output part. If you click on the particular member, you can see the Congress design over here based on the required women stare destroying moment Very well. The steady will consider the reinforcement details based on the require moment, so you might find the details as quite different as we used on site. So two different so we will use require steel area for the calculation off the state apps are number off bars, calculations so that will people do manually will not follow the stairs. Throw our foot concrete the design detailing part that means K body dealings. We will do manually based on the required or the provided steel database on this that from similarly you can go for the column part. If you played on the column, concrete design will available with the Lord case calculated Lord and moment acquired. Still area percentage of steel and the ball size. So this is how you can design it manually and check for the design parameters. Using start pros. 456 Provisions off ice 456 See, we have provided only designed the men column. Commander and Stared has automatically designed based on the check or or the Kotal provision Requirement. Thank you. 15. Analysis Of Truss (snap Node Beam Approch) 01: Hello everyone, Welcome to stack. Particularly today we will long the another trust part which we will use by or create by the different matters off frustrated eso you can follow up in earlier session. We have learned the analysis off trust in this part. We will develop the trust with the auto design former in which you can learn how to start probable analyze dress and auto design it So it's start, I hope. Consider a simple geometry with food and pounds so you can also understand how we can use different units for the design we have considered foot pound element £1 is basically 10.454 KZ. The basic and wasn't is shown over here. So let's start with this that broke. I would consider the trust part. You can go with the trust. You have to change the element units, that is foot and so you know, change the units when you change, it will show the warning people go over Dad name Now we will get the trust using great matter for the snap. No being matter So you can understand you can use or the develop to trust using digs. Great matter also know let's check each paramilitary stain Food in the vertical. Heidi's differently. Nine foot, 11 foot and 14 fit. So let's go with that. You have X direction with the 10 feet off total elements in the six in this direction. Heidi's fording feet. So we will go for the one foot in the Y direction. Number off. I'm increasing. Sorry, I have considered the expect me to You have to go 20 way. Okay, so that's changed. I mentioned in the Y direction. So in the why we have one foot dimension the fall in the X. We have 10 for dimension. Okay, You can active this great again When Joe Tree. 056 and change it to Cardini. Right. You have word acolyte of 14 feet. No, si. The height is different. Year 11 feet, 11 feet, nine feet 90. So we will go with the 11th in the vertical part. Okay, so we have 11 federal here and the other parties plain feet. Okay. So people develop this and connect beams according me can go there one. Do you? So the basic geometrical parties consider now you can go for Demeter command easily, which we have long the earlier sessions signed Disabling the great. OK, my one member is not connected over here, so that's kind of this first. Okay, now we'll go for the murder. Come on On the whole structure so that we can easily develop the geometry. The command? No, on the plane. We will consider. It does copy so we can develop the trust so you can develop address accordingly. D hide and specification mentioned Over here and now. Let's school body support specification. I will go with defensible on another one is ruler support. So sign depends upon the next one. Is the ruler support? All right now we have the Lord values solvable, considered e Accordingly, we have lures off two point lord off £12,000.30,000 solvable. Added accordingly in the form of normal. Que sultan, it's add 12,000 and the other one is 20,000. Okay, it was on. And it 20,000 load if he having the Central park. One of the one. As you see right inside. Okay. So let's consider accordingly. Okay? You can scale this using the kill will go for the scales. Apply immediately. Press shift. We so you can see the Lord values are here are in the exponential calm, saying a similar manner. You can apply the different loads. Now we're going for the auto design perimeter. So in the auto reason perimeter, you have to assign profiled mints in feature type off section you want to select? Based on that, you have to assign the provide. Suppose I want to design it for the angle section. I will assign it angle pro fight, assigning to the whole structure So it will consider the section from the angle section People, if you go for the channel What a reasonable considered channel section from the selector tables. Now the arteries in form is We have to specify the corpse if you have the steel court off ice 800 so we will go over the design. Still, select the court. I s 800. Then call for the commands. Check cold so it will check accordingly. And remember, therefore it will provide the quantity of the structure. So check or assigned to view member tickle, same to view. All right, so let's go for the analysis, command, analysis, perform, analysis. You can go over the post print analysis. Also, if you want to print to start in sections, for example, support reaction, it will print in the output file. You can go and check the output file by providing control f take off so you can go all the steel quantity accordingly and support reactions. Also selection in the file All right, S O b healthy basic being sections of a level in the unity check part. You can check the segment accordingly Whether the section is fail or not, we have a table over here, so it has Consider a section off 14. 46 that is angle 14 14 6 and the feel members are to rule the red and the blue. One vigils highlighted are the feel members and see over here and then part. You can consider it accordingly. Now see what happens when you apply. You can check by the bill clicking designed property and still design, so it has passed the structure and design accordingly with detention and the kale by that is the slang Ernest racial values. The field member will shown the fail in still design, part critical compression. So the members failed in the compression part, so it will specify the Gore little in a similar manner. You can check the several members you need to check parties available, fail members with the actual ratio. Now see if I'm clicking on the double click on the member, it will show me the design Property deflection is available over here in a similar manner. She airbending minutes. Whatever the sheer force and bending woman Dagenham is available, it has considered over here with the distance off. That particular member, Ben Diggins said by an ex, is also available. You can flick and check it after possible. Singh will active now. Whatever the members all failed, we will redesign. There's by selecting and providing the another. Commanders select Stared has a design optimistic command, which is available in this design parameter. That is, the select common Selectman will consider the least wait section size based on the specification and the last another spark. So I will go for the ad and whatever the members are failed. I will assign that select bar. If you assign the whole structure, the whole sexual will redesign, but we will consider the Fail member part only and assigned them as a select, so it will seem like the least section side, which is used for the designer. It will redesign it. According so analysis John analysis. Well, it goes forcing being unity check. So it has that he designed their fail members accordingly. And remember their bus with the segments age off 60 65. So you can go. You can see it. There are no fail members. You can also check by select by missing or the specifications off the field members according to me. So this is how you can also designed the trust. Also using several methods off Selecting Optimus Design in the output file V how the ex consents to design off a little. Thank you. Okay. 16. Analysis Of Truss (snap Node Beam Approch) 02: so we have designed or the whatever the command specification we have provided it is available in the output file. Stan has considered the following sections off. 40 46 60 65 10 and 50 54. You can check it accordingly, and the results are available in the out performance. So we have this still design with the coral specification result. Check attention Right now it has mentioned E a C section because the default configuration off the stat is in the former, so it has considered the angle section from the Americans still table. If you are change the configuration off in inspection, it will consider from the Indian section, but it doesn't matter. Tangle section profile will mention accordingly that he sure is also provided. Take off Take off will provide the whole quantity of the structure so the quantity is available with the length and great perimeter, so total weight in pound is also available. So what quantity off still you are using? You can calculate from the take off subordination we have provided, So it has also joined and provide the support reaction table. So in this way you can bring the results in the output file and mention accordingly. Thank you 17. How to Develop Truss: Hello, everyone, Welcome to starboard doodles. Today we will learn about the cross element, how we can develop the cross in a step. A trust is basically our segment, which connected with the vertical and horizontal elements, which is majority used in the industrial part Off the stream structure. We give it a run today how we can develop this trust. The main reason for using the trustees are it will provide the long Spahn. It's also lightweight. It will reduce the deflection, convert to plain members an opportunity to support the considerable loads. What is a trust? That structure of members are the means that are connected at the joints. The trust members are connected at their ends only in the weight off each. Members assumed to be act Eddie joints. Ah, here we will develop our plane. Trust for understanding purposes. Trust this act in plain and they are considering the story structures. The forces at age joints are assumed back. Gandhi teams, I hope consider one sample problem. We have spun off 15 meters. The height is three meter and the point load off 15 Guillain Oudin on each upper part, or the main rafter, the lower is considered as a 15 killing it in law. So let's go with that new project. I'll go for the trust member trust. You can change the name accordingly. Meter killer Newton. We have one separate option available in the structure with that panel. You can also develop this using structure with that also right now, we will do first manually. So late school with Emanuel part how we can develop the trust in the manual. Former. See the spine is 15 meter, the highest three meter, so I'll consider a beam length off 0 to 15 Initial Tzeitel 15 in the X direction, right click. Add mean now. See, we have a rise off three meter, so I will create a midpoint off 15 meter and three meter in the upward direction. So let's go with that right click in certain or at the midpoint City will create a one point. Now we have a rise off three meters, so I will copy this node and based in divide direction in the up foresight. So we have a base off trust. You can add them accordingly. All the members so the basic geometry is developed. No, see what happens as we have Ah four base that is 1234 for the developing the internal struck members. So you can debelo divide this member accordingly. But you have to careful that by treating the insert nor panel, you have to go for the in plane members. The reason is when you apply or the uncertain or it will not connect directly toe this particular member. You can not directly add a north toe in claim member, so we will use the perpendicular intersection command. So let's go for it. I'll go for right clicking. Certainly I will add three points. Okay, so the Four Besar connector 123 and four Now if I want to air the member, I cannot add directly. But I have another command that is called perpendicular intersection. So we will use this. Come on. So it was directly connect members in the perpendicular direction. No, See, the internal starts out in the outward direction so people connect this accordingly. Add me. Okay, Okay. In a similar manner you can follow the same procedure for this segment also and we have another option available that is the middle command. You can also use middle Command which we have learned in the earlier sessions. Whatever the part we want, toe shift are the copy. You can select that accordingly. I'll go for the middle. Come on, you can go with a similar operation. Also, let's school with the middle command We want to copy in divide Set. So the visor plane selector Now the note on the plane I will select. There's no a copy so you can develop the trust accordingly. Using the manual procedure are you can go for chill men tree run structure bazaar If you have a hold of trust format over a little over here, even simply air 15 meters span land. We have these eight days. Let's see how. But we have eight days to hide his three major we have were zero side considers here over a play. So the similar dress you can develop from this structure without part also So you have second option available over here even change it accordingly. Suppose I am providing overt off six meter having to base it will extend in the baby part that is six middle is divided into two formats. All right, so you can go with the similar pattern Right now we have a plane cross so they have considers it over. There is this and similar You can mostly moral in the statue. We're here so the similar action is available. So you have two different options available. You can also go for the great matter. We will analyze another trust in the different units like in the kill a pound. In that session, we will done how we can import that second. So now nobody general part. It's a sensible first. Here we have a simply supported trust. Of the one party's been support under another is ruler. So I will apply Been support and none of the bodies Ruler so fix. But if you have to create for the role a segment list all the segments except halfway so it will create the ruler support. You can also go for the effects animals that for creating the roller support. It will release that part of your moments. Okay, so we have applied the basic support and now for understanding the profile we will apply are several segment part, all the property through the property page. So let's go with the property. We have two different segments available for STI and Access E in this part began Add assisted segment for steel segment. We have section database for steel, such as whatever the structural internal available according to the core for different countries. All the segments are the steel members are available, like I Bean Channel sections and the other formats like Angle Ship channel, ship the ship, IBM ship, right angle, flinch, juke and proposal. Right now we will go for the angle park so the angle part is available. Whatever the Indians under sections we have available, it is available in this profile tables we will select for the understanding. But was I'm selecting one member off 165 8 with edible angle part and it did back to back and one single element off. Let us school for these 60 60 10 so that you can understand the basic profile of the trust or how majority we can use the different bar sections like you can use channel also for the trust. But right now I'm selecting angle for understanding the profile of the cross element. So the main drafter available. I'll go 40 double angle. I'm selecting all the mean? I mean, after members, I click new view. No, I have selector the Langella back to back, so I'll assign profile off the dress property. It'll selected members. Let's go with the treaty. How it looks. A circle ordered three d You can see I'm scrolling the mouse so that you can understand the galangal. Back to back perimeter is look how it looks. Oh, in a similar manner, we'll apply the same procedure in the bottom card fired all day. Trust. Okay, Now select a corner portion to understand. Now you can see that the that bag is in the bottom direction. So the bottom car condition is not correct. The bottom card audition in the reverse direction start will apply the fort. But we have to change that particular orientation because the Web is in the bottom part. It is actually in the upper direction for understanding profile purpose. We have a special command for changing the orientation off the member that is called the beat angle. So we will use this command for changing the word intuition off the segment. So we will create to be tangle. That's a play 1 80 degree. So it will change the orientation off the particular segment. So we have to apply for all the bottom core members for the correct or conditional the trust saying to selected members. Now you can see in the three D diagram while the with condition part. Now this is the correct orientation. 40 Trust to have parties in the up for direction. But intuition is change. All right, so let's go for the other members now. The struck park, which is the intermediate park you can select. I'll go for the select missing attributes, all the missing properties or whatever the property is missing. I'll go with the selection poppers, right? Keep new Viel. I signed the part saying to view no case, the whole properties assigned to the member. You can check the treaty off the trust. Okay, so this is the correct orientation of the trust. No. Let's go for the lower part load definition, we have a point lower off 15 Colonia than on age. Nor so go for the regular. We will simplify the analysis off the point Lord. First of all, let us consider the cell feed off the structure had Now I'll go for the normal or off minus 15 Killed Newton. Get self it assigned to view. Now let's see you have a 15 Colonial and Lord Cell. Apply 15 Colonial. One point lower by selecting each in order manually saying to selected Nords. Okay, you can correct the skill by this former press shift TV so you can understand the values. So this is how you can apply the Lord's. No, it's analyzer trust. I'll go for the Common Analysis Home Analysis. You can go for the print also. Now it's a sprint. Most analysts Sprint is also available. You can go for the static check also you want. No, that's an delays. First, how it works. Analysis. Okay, v How from the structure Now, as it is considered as a trust, the deflection part is not available. If I go for the deflection, it will show me according me. If I have stepped Trust geometry. Let's go for the reaction part in the post processing. More reaction is available accordingly as we have one been support and one ruler support. Three actions available is in this form. It now trust is always carry actual, so we have actual diagram of a level you can check the actual or values through this actual force. Dagenham. Okay, so there is a scale is too much. I'm pressing control and most cold force. Killing the lower body. Axl Rose diagram press control and school the mouse so you can go accordingly in view. Results from a few value being visit. Actual forces are always shown in the ends. And not so you can see the It's your part in this way, actually, lower values. Now, let's understand. What does class indicates? So go for the right click Structural Magnum. Oh, we have lords and results. As you can see, the being forces or the actual forces are Compression is highlighted, Indy, this'll form it. So the red one is I can change it accordingly. Five waste. So let's change tension as a red and compression as a blue. So you can understand in the problem matter compression, will you consider in a blue back. Okay, so you gonna understand easily. The red part will be in detention zone. Donna, double in the compressions on so you can see the profile. It is exactly same profile in left inside as well as in the right. Inside. Whatever the red part is, which is members which are in detention and upper partisan compression. So? So this is how you can analyze a simple dress. In the next part, we will learn auto design off the trust using stat. Thank you. 18. Structural Wizards: Hello, everyone. Welcome to Stat Pretoria's Today we will learn the structure visible component off this type stare has provide some in built configuration off the structure so you can go through directly. It intended there. Come on, go for the stat crow by run as administrator, and you can again analyze the structure. New project Next. Structural Busy by pressing the structure reserved, the structure with their highlight, will open so you can street. The different parameters are available in the structure of bizarre component trust models. Free model surface. More solid, more composite models so you can import the cat. Fights all the order. Get files through the this segment by so let's understand one by one. The trust segment part is also available in this. So what you want to highlight or the open the structure of is are you can directly go from show entry from sexual desire so you can open structure reserved through John Magic mine. So we have a different types off. Six stresses that spread trust as I will flick on the book, Click on the Member. It will highlight the length height with accordingly and number off piece so you can generate the segment part through this and radically march into the statue models. So let us understand this. A number of bays along where this one, if I provide zero the length of the single airman viol Pride three, it will divide the segment into three parts so accordingly you can change its land worth and do it accordingly on the level different types of Tressel's So v hell, several dresses. There's whole dress. Let us consider the horror of trust and it will march in the stat. Suppose I want a single element. I will double click again on the whole of trust. Mais along Burton between 20 If I want to march this segment part, I can go for the file much more than that. The statue model You like to transfer the world? Yes, similar You can warlord monster trucks. Segment in tow means that Braley. Similarly different success are also available in the stand trust model. We have different models in the frame morals. We have different. You can see the bay frame or building a lower element. Have a great frame. Also, you can change the crude frame for the bay from accordingly. Land Soviet letters Understand we have a B frame. Brief him off. Tell me Third land having four base on each day will be three meter high, 15 meter number off base along high fight So each bit there'll be three meters high. You can measure and change it accordingly. Few visto change its height were their length when you can simplify or most is more Linda Stateroom. Similarly, we have a floor game slowly, even see a floor even develop also continuous being you can change the basic dimension land birth or the bay element. Accordingly, I'll go for the 20 meters continuous mean it will highlight the 20 meter continuous being. We have also a cylindrical Frayne. So some off the complicated success like chimney or our silos that these are the complicated structures. And if you want to model this and start pro, you can go for this. We have a provision off circular element. Also, you can brought the circular B See, it has a 3 60 degree command with 30 is fine meter. You can change the radius number off. Mays was I am parading the base right now considering 10 base so you can change it accordingly. Right fights. It originated the Pentagon, so it has developed, depending on they tried it. Similarly, you can change it accordingly. Yours requirements or the specification and margin the stat for models the next time. This office, all the plate models. These are the finite element models, which is use, uh, or the mesh properties. These are the final element models, spectacles, helpers. If you have the basic get out this configuration, you can develop it accordingly. We have to learn the final element processes for analyzing this type of complicated structures. It also the's after structures, which are used to analyze, like if you want to develop the dome structure or a spherical surface like a temple, which fail don't have success so such type of success that also quite it in the in big protect models. Next are the solid block models. We also provision off solid block models, composite models may they have quite a specifications over political asylum. Olymic Asylum is a storage structure which is used to store the business types of material and analyze. You can analyze such type of complicated sucks is also import CAD models. You can go for the cad models you have, Ah, gotta get fired. But first of all, you have to convert that the autocrat file into the excess. And then you can scan this the excess five by selecting that particular file and import cad models. We learned this such practice in the later on session that how we can imported cad models VB Marco is a basically program related language. Basic programming. If you learned the basic programming or visual basic crime, you can use this Phoebe Mega malls also. So this is the prototype models you can, Marge or develop accordingly. And use this for creating fast, effective geometry of the structure. Thank you. 19. Analysis Of Overhang Beam (by Hand Vs: Hello, everyone. Welcome to start pro tutorials to David Bill. Analyze overhang beam with manual calculation and verify with this type room. As you can see over here, I have considered one example off overhang beam with the point your values. I have to find some calculations manually, and we will check whether to sheer force and bending moment. Diagram. Zara Cure it with The answers are not so that start as you can see here. The beam Spahn is one meter overhang on the board. Sager's Centrepoint rolled off some ridiculous movies available, so let's draw the geometry first, starting with zero one, 3.6 and 4.6. That's add the beam. So I have created a beam. So we have a basic support specification or the property element is Let's provide this aboard. Creates a board feel give defensible you Scott Soto. A sign with a game, A happy click around the margin Ordinary indicate that grab. Call your problem holder yet, so if you face any problem to like this, you can go through the North Gaza, select the Nor Go sir, and assigned this so you can assigned it through this. Now let's assigned the Lord. That is considered one off the point Lord, we have 20 collusion, Point Lord. So I was considered as an order lord that is 20 and one concentrated force at 70 Collusion and 70 Gilo. Newton's law. It's the same now the concentrated forces in the central part. By pressing shift TV, you can see the values. So we have developed the geometry s body. Example 20 colonial and frantic. 170 killed under in the point or make segment so that has assigned the property. We have to assign the basic property for more dealers off elasticity value. So I have considered 100 by 100 being segment. If you do not provide any property, it will highlight the editor for probably not providing the property value. So you have to give a dummy. Are we can say a basic value of older models off elasticity property. So I have rival assign 100 by 100 meter off the left beam, saying to your specification. Now we have a saying the property and the Lord values. So let's analyze the beam. Come on, Analysis, perform analysis. I will go for the no brain data. She want to select the printed on You can go for all in a laser beam. See, we have three editors. Let's check water. The others see and it is suing. Elastic model is is not defined. So let's a sane again. It shows that we have not seen the property. I did it on a sign again, No wrong again. Divide similar ever is shown over here. I'll check in the editor model live. I have made some mistakes. The showing accurately answer. It has changed some property value. If he had many made animistic, it will emphasize. Okay, Have you seen the property again? Let's check because the segment is not considered and chewing values define sometimes incorrect person. You can face the similar property better, so you have to assign it by deleting again. I will assign the property again. Shoma Tree Property value Concrete. Same to you again. The fight. So it has. Consider the fight now, As you can see, the diagram which is shown over here, is the displacement diagram based on the results value. As the displacement diagram on you can scale it according to by pressing control and most cruel, your fiction. Dagenham. No, let's check whether than says, our match or not. Let's check force with the sheer force diagram. Same going for the sheer force. Dagenham. If you want to see the value, you can go for the results. Your results mean reserve Shia. We'll check for the end results. You can see the values are Fendi. You can scroll it and skillet accordingly. Zoom in and zoom out. Spawn are also available by pressing school button, so let's check whether dances are correct or not. You can check the 20 kilo Newton force and 30 Viking 100 Fours are matching with the sheer force diagram. So she forced diagram is correct, as poor demand will calculation. Let's go 40 times a diagram. I'm closing the sheer force Dagenham. Let's check the water, the values for displacement or, depending moment being results. I'll go for the maximum bending moment, and not so the next moment, by moment and out over here by the answer is 2025.5 and 20. So let's check also so you can see the bending moment. Diagram is also very privately start values, So this is how you can check the manual answers with this that Brian. Basic calculations. So these are the parts through which we can understand how we can analyze Simply supported beam overhang being off Explain. Thank you. 20. Analysis of Portal Frame: Hello, everyone. Welcome to stat brutal drills to livable. Going to learn a simple plain frame for understanding how we can apply the different types off law to a plain frame in the horizontal Elvis as well as in the article member. I'm considering one simple plain frame going with the plane member, changing the name clean free, and we'll understand different types off law on how it will applied to global and local access off the member particular. The full June is meter Killer illusion. We'll go for the ad mean Uh so it's ah, lording. Quite okay, we will simply 51 simple grade having fine meter height. Okay, so I hope draw simple, plain free. Let's stop the grid now going to apply for the property on Let's go for the support specification. First, let us apply one. Been support. Another one is the roller support. Same applying the ruler support. We have earlier understand that we will release all the direction, forces and moments except if I so it will create the roller support. So I am assigning a ruler support over here and the another part hinges Abort. Now we will go for the property beach will simplify our property because it will consider the modelos off elasticity value. If you're not provide the property it will show at her considering model is off. The elasticity is not defined. So it will apply a simple air property off 2 30 by 4 50 Ask to see Bean. I'm assigning this assigned to view. Okay, so let's check out the three Lee part off the structure. We have three D render view available over here. You can also view from the treaty Randall Park. No see, the element of level is and it is much bark. This is three D part of the structure to 30 by 4 50 Element. Now, if I want to change the orientation off the structure, we have different specifications that will understand that it's called the Be dangled specification. Let us see this audience station the condition. Right now the death is in the X that is full fifties. This one and 2 30 is in the right direction. So if I want to change the condition, I can go for the big tangle specification. It will change the orientation. The same same commanders available in the geometry. Constance beat angle. The same specification is violated over here. So what? I'm playing rotation off 90 degree. I will add associate to view. So it has changed the orientation off the whole structure. So let's check this how it looks. Now you can see the with additional, remember is changed. So it is how you can also apply to be tangled for changing the condition of the structure. A similar pattern is available over here. You can add it also from this property or did this spot Now, after a plane property, let us consider the lording part. I will consider two point loads and toe you TL forces for understanding horizontal as well as vertical forces. And we'll also do a simple combination off these two lords. Right now, I'm considering two basic load cases. That is the dead lore for understanding how we can develop the lower case. Also, that is the dead load that has had two cases. Now another one is the live look. So we'll also understand how we can develop the Lord combination parts, and we will consider two different lords in two different load cases for understanding off the lower combination. So let's go for the normal or I'm considering to mineral ores in the X Direction summer playing Mines 100 Killer Newton Foods and adding this force. So my involved you have applied the normal four, so it will only apply to the north off the particular structure. So we'll apply. There's no Lord two notes, right aeroplane, rural forces. So we'll consider this no law and this but and this park. So I hope, like two notes, I'm removing the minus direction so that action is changing its positive. If you apply a negative, it will go in the reverse direction. So we have considered to point Lord's order in Order Lords, you can go for the similar Lord in the Member specification and the Concentrator force also in a similar manner. You can also play the same force using the member for salt. Right now I have a playing the normal order. Now let us consider different lords off que de l part. So these two lords of you will consider in the lively or for Mitt all the live long case understanding the lower combination part and the Uriel Force part so continuing minus 10 Killer Newton. Load off. You'll yell force I'm applying in the global wide direction that is vertical direction. See, we have the specification off directions that is ex wiser, local as well as global. So we will understand this. How it's what So I am a playing one Vertical lord in Global by now there another minus 10 colonial in the global X and one in the local way. So we will understand how the local why is work. We have understand earlier what is the global and local direction off the structure so that whatever the geometry we are creating in the space element off this main window, these are the global access. That is why we're vertical ex horizontal and said is perpendicular for shifting the orientation. We can go for the shift. Oh, come on, You can see there basic geometrical park shift or I have pressed shift for checking your condition. You can see the X range or the ex member is highlighted with blue arrow. Why? Range is highlighted with the green arrow and their ranges highlighted with the red one. So what happens? These are the local excess off the members and whatever the structure we have created that is our simple plain frame or plain frame is created in the whole global coordinate system. These are the members individual access. So for a B member, global and local arts think you can see that right now the X X is highlighted with the blue , but with the same exes that is blue for column. It is the vertical by direction. So what column? The local access All the Y axis is the same para meter, but in the local form, it is vertically changed. Means for being global and local has seen. But for the column, it is a change in the vertical form, so the each with a blue excess, which is highlighted in the former effects for the column. It is highlighted as a vertical element, so we'll add another lower off member Lord that is minus 10 kilo Newton. The local way you can air using local also as well as global. Also, we will consider this law was closer to a sane playing a UTI allure shift. Repressing you can see the values or play she x global X direction. OK, same considering the positive values. In the both case, let's see how it works. First of all, considering global ex para meter For this particular column. See, we have considered the global X direction. So X is indeed this. But for the same column local access is why so Now we have considered the same Lord we can apply using local by also. So I'm playing this lord. So this particle, remember? Okay in the minus direction. So same lord of we have a plight king hard, right? So this is how it works Now see what happened, I hope considered three different lords in three different panels. When you yell Lord and one point, look. No, let us analyze the structure. Now we will create two combinations, different combinations for understanding this. So what happens? Did this and be applied? The combination we have specification. That is command loading. Automatic lord combination. Well selected court, that is. Or Indian core. We have general structures. Okay, so what happened is right now the that and live load are not showing all here to next. Consider this. Create loading Indian court channel structures. So it has generated full or combinations. When my if I load one that is over. Lower case one that is that Lord, When? When filed too. So that is our lower case too, right? The next one is one point Fight 31.2 Lord one Here. Lower one is dead Lord and load to is lively. So this is how you can also develop the automatically load combination provided by this that now let us analyze the structure. Come on. Analysis, perform. Analysis All now I'm analyzing the structure for the stool. Particular lower cases if you want to develop the manual loading can also go for the lower combinations. Considering normal that and live Lord, you have to apply the factory over here for example, that blowed plus live lord or 1.5 lord plus Lilo. So I am everything factor of 1.5 dead Lord, The 2nd 1 is similar for 1.5 live Lord and I'm adding this course so you can manually also apply 1.5 hopeless like you can do manual also So let's analyzer structure for this particular lord combination. I'm analyzing the structure. Okay, now we will go for the post processing more for understanding the all loading results. Okay, now see if you held the deflection battle of a level over here. I'm considering the post processing part. We have the deflection diagram available as real quick on the reaction. It will show the reaction off the plane. Flame members v help displacement. No total displacement available and the related with specimen table is also available for all the lower combination in cases did related part. You can check the Dagenham after post was sitting actually force sheer force bending woman Dagenham by pressing the load values. Right now I'm closing the It's structural park. The street from Langham is also highlighting. Now see what happens when I'm playing the Lord. Let's go for the post processing mode and they're putting the diagram values results. Who value being results bending? We have bending CEO zero kill a neutron bomb meter kill So it is not showing the bending moment Diagram properly. We have actual fools Dagenham, so you can check for the actual force. Also, results view value. I mean results. I'm showing the Excel Force values and not we have actual forces value available over here so you can go for this now. If I'm clicking on the particular member, it will show me the sheer bending as well as deflection part you can. Also, I saw the value off bending moment using this part also by double clicking on the member you can see the member is divided into 12 different segments, right being number to reach over the land is available. It has considered four part showing a fine officer if I'm changing bending, why the bending moment? Invited option is also available. She off was in violence years that is also available. If I want to check the bending moment for particular segment, I can check accordingly with deploying distance separate distance, the values are available. Considerable values are also available. Over here, you can see she airbending as well as a reflection part. Let's go for the another post posting part that is, the action displacement being We have grabs available. So these are the basic three graphs, moment, shear force and the actual force. We have one, particularly in actual voice values. Over here. Beam graph is shown in this particular direction. Stress values are also available. If I'm click on the double double clicking by Remember, you can check distress values a different distance. No see, What is this It's a stress control diagram for showing detention and the compression zone for each stress value and the stress values are shown over here in the table form for each lower cases. So this is how you can check all the values at all four corners. Maximum compression, maximum tension. So when I double digging on the member, it will show me the tension and compression zone. Simultaneously, we have one render view as well as a cross sectional view available with this race values at different locations. So this is how you can check his chest values and the forces value also and you click on the forced all the forces for corresponding. Lower cases are available over here. So this is how you can analyze the plain frame, and all the forces in the post will sing more. Thank you. 21. Analysis Of Simply Supported Beam (by Hand Vs: Hello, everyone. Today we will learn how to analyze. Being we will consider are simply supported being with some of the Lord. So you can understand how we can analyze of me and we will check manually whether the answer given by status correct on Not so. Let's start with the stateroom. I'm analyzing a simply supported beam, starting with the space fighting and just being that instantly supported me. Let's start ending. I'm considering a beam off finger length. Frankly, abbey, after providing the member development, we have considered a three meter lent me at a school for the support specification. You can go from support create. We will consider principle for simply supported me. Use Gaza to assign. I'm choosing manual matter. You can also go for saying to you matter No, that is assigned a property. I'm considering a rectangular associate being from 30 by 400. And how are saying this property do is particular member? I'm going for saying Tokyo whatever the segment available in my will, do it with the same carbon that is referenced. One, 2 35 400 If you want Reddington segment, you can add it directly. From here on the edit. Bite off the structure. Now let's go Farther. Load. Lord Case, Thank you. Or simply supported me. You can provide a particular name if you want to. Will go. Father, You d alone that is yelled those countries is that law. And after adding booed case one that is dead Lord, we will add uniforms. So that is the member Lord off minus 10 kilometer value. My understand that is the global by direction, downward direction and now assigned material Adji is same will use manual maker. So I have 10 killings and for me that you really go to assembly Supported by pressing shift to be you can check the value, which is a sign which is how they do by pressing the ship for me. Come on By pressing again you can remove the value So we have a signed property off minus 10 Killer Denver meter. No, let's analyze a B for analyzing. We have proposed to apply the come on by loading all Sorry. Analysis form analysis. We have several options available for putting the Lord data studied. Check. I will go about moving now Let's analyze the structure as we know that a simply supported Beam having a new idea at maximum deflection being check for the maximum deflection. The post poses whom ordeal will active. You can check the deflection by control. Pressing the diagram is the deflection. Diarrhea, she forced spending woman diagrams are alleged Over here you can check one by one and check for the deflection. By pressing control, key and school, I can skill the reflection value ground. You can see the model is change big ups and downs kids. So there's chick. What is the reflection on the reaction off the members possible? Let's check the reaction in the post for single. You can see the reaction of the structure as we have a saint. Prince Abboud. The moment is the free, and the forced into by deduction is particular noodle. Now let's school body woman. You can see the moment Dagenham also and shake the value of the movement. Dagenham. All the you can check by dessert. You value the reserves. We have basically three options that you can check the bending in the end maximum on midpoint. Let's check them back maximum, you're not, so it will highlight accordingly. The maximum woman develop is 11.20 Now let's score. Shit! What is the deflection off the parameters? I'm losing the other dimensions of the structure. Stop the vehicle. Here's a value mean dessert. Displacement. Suppose you do not have on the deflection Dagenham on it. Eventually the notification. All the warning in order to win, not the displacement. You must have this business. Bagram on on the diagram. So you can see that for simply supported being having you here, Mexico Deflection. That love is 0.394 So let us verify it manually. Uh, I will go through the extension. 22. Elevated Water Tank Analysis: Hello, everyone. Welcome to Stafford Materials in the previous session. We have learned about the water Dang. In this session, we will learn about the elevator water time, so let's start with the stateroom postal Paul. Let us understand the basic data as we have discussed earlier. Water density is 10 Killington formula Que The tank is three meter vertical height. Off the tank is 12 meter tagging. Consider to as meter toe up to 12 meter height. Beeville. Consider this elevated water tank send. We have calculated the water pressure as water density into vertical height off the tank that will be for regular Newton meters Square. So let's start the stateroom. They go for the new project. Let's name it Elevated tank. The matter for the initial part will be the same as we have discussed earlier Indy water tank fire. So something different is that is. This tank is located at certain height and similar manner tank, which we have designed earlier. We will use the same approach for creating me another one. So let's go for the radio. Name it elevator. Now let's go Body real part we have except hide people. Consider well meter in divide direction because Tank is at 12 meter height, it's really yes, with me three. Now he'll be considered great full based, 50 six extensions. So let's start with that. We have created elevation now. The elevation grade that we have created it is located at 12 meter height. Now the procedure is same as I have explained earlier. So let's start with that breast control and provide a great points for developing D based late. No. Okay, Now we will provide present the escape or the command ignorance. Now that's true for the geometry. At late, we will add plate one by one. So the initial procedure is theme, as we have discussed in the earlier topic. Now one off the part is the triangular form. So we will has played with triangular for Oh, right now. For the vertical part, we have the four meter heights. So we applied the translation a bit in the vertical direction for me one meters spacing and , well, we just So let's who d vertical part. Now add a game debate at please. True. Let's school one by one. Right off kids. The second part is done hard, Andy. Full part. So vertical ideas developed. Now we have to create the top portion of the tank as it's located the height off. Well, mentor and vertical high. This four meter. So what I will done is I will shift the greed do off to four meter height level. So I have considered some elevation point. I'll show you the first point will be 17.5 sides shipped agreed to 17.5 Simply enter 17.5 in degree video. So the really shifted to 17.5. You can provide the nodal point or the central point at 17.5. So I have provided 13 point Now the ship it do 17. Once I completely rid, you will understand what I have before. Now let's shift the great to 17.5. Now what I will do is I will connect this green using the nodal points. So why didn't the points that this particular point in a similar manner I will shift again ? It too. Next part, be 16.8. Enter a 16.5. Okay, so now it yet read points of a level that's cool in the region. As you can see here, you consider some elevated portion. No. Change the depart value off 12 meter for shifting the great so you can see some elevation portion is generated. We will add late. According to here, the post portion is triangular. So let's complete it for the rest of the one that in the former editor. So we will add one by one. Okay, so this is the elevation portion created now you can use the geometry courses for selection . You will white this circular rivet for completing the geometry as we have divided it into 24 parts. We will provide circulation if it up to 24 parts. So let's go with the circular. Repeat so you can see year elevation portion is generated at 12 meter. You can see in the three dimensional part now people, white beans at the certain portion off the order as the ring being. Now let's go body elevation part. So what I've done is possible. Select the basement ocean, right click New view. Okay, I'm providing the plan view now, even though I d Collins fall select, nor numbers as I have mentioned all year. So this will be the columns, okay. And given provide sufficient if it with dealing Step new Y direction well minus full, with three steps in the negative direction for 12 meters high. Did column with degenerative with dealing step. All right, you can see the elevation portion is generated. Now what? We have to do this. We have provided this nose to connecting beings. So we will apply the in part, go in the elevation by Right? You move you kids so you can find a great Now it's at B one by one. You can do the same procedure in the next period also. Oh, I will repeat a different opposed. I've been pulled 40 copy paste. So that's copied. Is based being using the reference point. Okay, Provide accordingly. More Right now in the elevation part You can see when I click on the elevation Darts are visible. Actually, these are not the dots, but it's hell in the elevation part. Violated. He's at this one's. Now we will provide the support so elevation is generated. Now let's go for the support specification. We'll go in the general support B eight Flexible. Okay, select the North And for white six. Okay, so pick support there. Who I did. Okay, no. Let's school body loading part or the property. So let's start with the property. As I have mentioned, we have to provide the beams over here. So first of all, that is being geometry at the I will provide a one. Bring them over here and under the at the bottom bar. Okay, so let's like to be now. See what? I am mistaken. Is al connected wrong? So I have to believe that. So that's so most you take it about this, That being means created properly? No, si, as I have created one people, the hill next connection would be should be here. So let's add what the at B? Okay, let's check again. Okay, so this will be fine. All right, so select the beans. Could this be have created have people for this election parts like an understand I So much of you being here now we will provide this artery beat for 24 parts, so that being will be generated. So now the tank looks something like this. That means let us assign the property so we'll go for the property part. Define. I will try to be more 0.3 dimension My point. C ad assigned to you. Parliament being part of the sea. All right. Okay, so now let's go with the played element shell. So that is right, Thickness. Who here? 2.2 and same to you, Connected plates accordingly. Okay, now let's check the jump. All the structure, how it looks. So it will look something like this you can see with 15. So this is your elevated. Now let's go for the loading part. It's a little bit by bit. The same was to create that Lord, that is. And the villa sign said Bait bust. Then we go 40 saying he says, Same to you. Okay, So self. Brady's assign. Next kids will be added life load. All right now we will apply pressure on full plate, as we have discussed earlier. I'm a particular Newton told me just where No y direction. He bought him off to jail. So let's okay, right click new view. So the matter is similar, as in the earlier matter. But what would be the difference? I'll tell you in this time, the different year parties, the tank is elevated, so we have created columns. So this is the matter toe the a D elevator portion. The rest off the loading part will be saying so. That's assigned this assigned d o All right, so the loading is sign. So let's check now. Now give it a go 40 pressure on the sidewalls. As we have discussed of year, we will apply hydrostatic pressure. Now, in this elevated time, we will use the different approach to apply the hydrostatic pressure in the earlier matter . I have shown you the editor part how we can realize the editor in this matter. I will saw something different trick to apply D I do study no t So let's start with that. I will say like this portion. You can also go for the old matter. But bar understanding the different approach I will select this month. Now we will consider D. I don't static pressure with the pressure part. I do study select place now I will select only one place here. I'm considering the different approach possible Fresh ship. That should be to highlight the blade numbers. So what happened? You can see the plate number that I laid. It will be here now. Reveal what have what we were done, we will apply one pressure to only one place. Now the rest off the number will be added directly over here using the assigned to edit list command so that you do not need to go for the editor part. You can simply assign using the numbers, adjusting the numbers. So let's start with them. Was to call will go body late, Lord hydrostatic Pressure Select played. I'm selecting only one play done starting providing with the zero to minus 10. As you can see, the loading ist somewhere different so they will make it correct. Starting with U minus 10 was loading at the initial nor are the upon or will these minimum and doing at the bottom of the maximum So we will make a change. So this is the actual loading. Now you can see all the numbers. 2030 46 59. You can shift Endo dead. It's not beautiful. No, What I've done is I will go 40 assigned wordless part and I will assign the numbers directly in the editor part. So this is the different approach. 46 59 72 in by 98 111 Next There's one full and 137 Then one by 0163176 one a nine Then the next one is 202 They don't do no one by toe. 8 to 41 you fight for so 67 Do it Zittel 29 c, please. Little sticks. So, yes, see? And you do not need to copy paste. Also, it is also one off another approach to make it easy in a similar manner, you can apply for the rest of the parts. So I have considered one part. Let's go for the 2nd 1 Okay, I assure you, the under the demo See? Starting with a 21. So now let's go for the next part. As you can see, I have told you earlier the track wasn't. Sometimes it happens that the during part is not visible properly, so you have to make it correct. The editor park. So go for the editor part. Going denounced. Eight. Draft. Actually loading is the 00 My understand minus 10. Give me correct least dead, but it's not visible sometimes. No, let's check. Yes, now it's visible. Now let's go for the second part. We will go for the second part. John MacNicol, Gaza. Right click, New view. All right, now. Dankers visible. Okay, so numbers are visible to your plate using ship. Come on. So we will do Go for the similar approach ad late load hydrostatic pressure even. Select only one plate. Number eight. I'll make it correct. Now let's go for the minus 10 to minus training. All right, that so this is the pressure Will make it correct. Using minus 10 minus training minus one. Que. That's to make a change. Lorries available. You can go. 40 assigned to edit part using the numbers by one. 24 47 6 seals 73 86 99112125138 one by 116 full. 17719 Diddle 20 thing 216 Don't do a nine. Two for two. Okay to four to next is to fight. Fight 68 281 to 94. Okay. And now the next one is. It's not visible. Actually, What I have to do is have a select until all coffee. So then I shipped it. I will not. Go on. Okay, so the next is 307 to make sure. Please. You know, seven here. If I click here, the numbers are gone. So I have selected all and copy paste. All right, so the Lord will be apply accordingly. Now, Steve, to have parts are completed. We have plenty. Probably since same manner. You can go for the rest. So I have prepared this for the race part. I'll show you how it looks. So let's go for the original. Okay. Saving a similar tank I have developed earlier. All right, I assure you this thank yous done with the loading part. So let's go with that. C 0 to 10 minus 10 to minus 2020 to 30 and 40 to 40. Okay, Now the design parameters are same as we have discussed a year with a go 40 design part Wilko for the selection of before. Select before we will go. Faulty concrete for that is I school by six Select para meters. That will be why FC n f playing me more right so defined perimeters, etc. Will be toe by one. Okay, ad now Next one is one bite. He had So I have added the bad amigos in a similar manner. Okay, I have order added alone. Really? In this body of team on place? Sure you. I believe this. See? Already the barometers are at it because I have designed it accordingly. How? The two additional parameters you have to add that is designed, column and design. So this is the different portion the previous session. As we have added columns and beams, you have added to these two parameters or design being. And now you can go in the fight and Congress Disney genderen file gazing at a little warning. So what Deng analysis has been done? Injected reactions part played, barred, been also visited controls or the elevated tank. I have explained the earlier station how to use 54 meters square value ranging from point the facility to four point finding Okay, the output file. We will find the design he designed somebody off person Dido still require longitudinal great sportsmen moment and transplants reinforcement injecting designed bottles. So this is how you can also go for the elevated time with the wedding party is who are Thank you 23. How To Analysis Staircase: Hello everyone. Welcome Toe Stat Pro tutorials Today we will going to learn on staircase design how we can model staircase in the stat pro using various commands the basic command which will be you used which is developed on the basis off mass surface or the plate element we will going to model Ah played element in the form off staircase Let me show you first her which is the model I have never been emit regarding to this s o. This is the image in which the basic dimension off the static is is given first the landing , its width and height are given. The 1.5 meter is high between the two landings and in playing surface is given. So these are the basic dimensions as we have learned earlier that how we can corden it all these north of evil directly used editor file To develop this model, you can enter each mortal in the form off thesis nodal battles and create origin according to it and develop the geometrical coordinates. Now, this is the I mean coordinate values which we're going to and based on this vivid model, the staircase. So let's start with this. I have prepared the co ordinate you can see over here and I will going toe enter all this coordinate values instead. Editor. So you can also develop a steady file using the standard leader file I heard developed this start editor file using this joint co ordinate joint coordinates. And remember, in days it's so Let's copy this in the state editor so you can develop the busy geometrical functions. Now open statue que If I name staircase. The default unit is is meter killer Newton. So we will go in this Tatreau so the main window is open. Now we will consider standard your fight for developing this geometry off the start fight. So this is another way to create a stat fright using the steady editor. So I will go in the standard letter file. I will remove this following data and face the geometrical Corden ist I have developed earlier. Based on this image values uh, you can see over here. Okay, minutes. Eyes. Yes. Once again, the things to remind this when you open the stat editor it will not apparently open this dead fight or the geometrical file. So this is the notification is highlighting due to this now I will going to say this five. So the all the coordinates are saying I have entered the values. These are the values ex wives, their total 15 notes, I have added. And based on this, the geometrical file is developed. So which is the same as you can see over here? I hope right into the dimension also So you can visualize in isometric view? No, let's stack with the support specification. Now things to remind is we will going to develop this based on the surface, mashing and divided into several number off called UNIX. So first of all, let me tell you that the members I have prepared these are only for the references we will not consider. This will only consider these no planes to develop this surface matching After the surface messing is developed, we will delete this extra beams. So let's start with the self is mashing goto generate surface mashing I have cleared You can see the Carson is changed Now click the whole square panel off each to consider this. Now you have two options to create polygonal messing and quadrille Quadri lateral messing will go for the Quadra, later mashing so they will divide this total rectangle section in the 10 divisions and we will go for the quadrilateral. Now I'm going to apply this. So this is the quarter Electoral plate is developed in a similar manner. We will develop this for the rest off the blocks. So let's start with this. I'm creating another surface mashing. You have to complete the blocks each block with the 10 divisions. So the surface messing is developed based on this. Now go for the top panel I have created. Okay, so three panels are developed that I stopped. Things are developed similarly Okay, so you can see the surface meshing is develop CV developed this panel for our sister plate elements And then we will apply the steepness off the slept or the waste land off the staircase in the form off Late element. So that's why we have applied itself is smashing Now we will go for the support specification. Let's go in the elevation so you can see the figure elevation. We will provide the support at the end on different junctions. I have selected all the nodes I will apply right click new view so that we can apply this. You can visible the notes over here. Let's create the fix, support and assigned to view. So let's assign this. Okay, so you can see the support specification is assigned to the status. Now let's go for the property element off this'll staircase. Now we will apply the weakness off the ah slab lettuce considered the thickness is 1:25 a.m. M. So here we will apply weakness or 250.11 If I remember. The material is concrete. Add this plate thickness and apply to the whole staircase member. So I'm going to provide in the form off assigned to view element. Okay, so you can see the blade element is assigned. Now let us see the isometric or the relieve you of the structure so you can understand how it is actually looked in three dimensional diagram. So let's see. Okay, now you can see the staircase. This is how the more least developed in the form off Late element. Now we will delete the rest of the beams which are not required. So what I will do? I will go for the property element by missing specifications that means the beam that I have created for the reference off developing this office smash. I will deal it all these members or the beams. If you do not dilate, it will goes. Provide some adult off model is off. Elasticity is missing. So I will delete these members or the being which are not required. These are just reference for the developing selfish mash. So let's delete these, Member Okay, I will have to select again missing attributes by missing property. And now believe these members so only played elements will be remain Okay, So the surface element are the plate element is developed. Now go for the Lord and definitions for the staircase The basic Lords are developed are vessel over here it is generating lower combinations for the dead load and live Lord off. We will develop two cases. The post one is that load and the 2nd 1 is like. Then we will go for the bottle or combination. Okay, in the Dead Lord, First of all, we have to assign the celebrate off the structure which is minus one, so it will automatically consider based on teak nous off the element or the plate. We have apply the element in the form off weakness off 1:25 a.m. M. Kay. So let's school or they celebrate the self ladies assigned to the structure on its one kilo Newtons per meter square. That lord is I'm applying in the form off late Lord. So this lower is basically applied flood the full finish or the plastering we done to the surface off the staircase or we will provide the tights. So one kilo Newtons per meter square value is applied in the form off late Lord through the structure. So let us consider it is in a similar manner. We will go for the live Lord. Go for the life blood in the form off late area on the plate. Loads. See here the description off the basic Lord combination is given the plate or will be acting in the local set direction minus one. I'm about playing this to hold structure. You can check the loading after a play, go for the elevation by. You can see the arrows off the playing Lord. It's not visible properly. You can go for the symbols and labels and check the loading scale accordingly. Fly immediately so that you can visualize this thing loaning. See the arrows. Okay, So this is how the Lord is apply. Check the loading. Now check again. The loading direction is negative in the downward direction, so it is actually not correct. So they will consider the plus sign just showing in the for direction. I am to change this minus one. Okay. Now check again so that you can visualize the whole law. Now, the Lord pattern is exactly correct. So the basic lowers out applied in the form of combination part. Now we will go for the combinations. So let's go for the command analysis, start loading automatic lower combination. It will generate the Lord combination for the dead load in life. Gentle secure gendered lords and this video alone in the building design park. Right now, the load combinations are also developed. So let's go for the perform analysis. Come on. Analysis, form, analysis. All the results which were we are going to develop. They are in the form off plate stress element, or it is also known s stress control. So let's identify. Okay, the file is running. Let's go for the post. Processing more So you can visualize the results. Yet you can see the deflection part is given for all Lord combinations. Reactions are also develop. And for the plate element stress Condor is have a look. It is a lot here, you can see the maximum absolute strips top, maximum minimal. And God has you in certain specifications for the stress values I will show you. So this is provided in the ice. 456 for the maximum shear stress values for different types off congregates and 50 m 20 and 25 m 30 and M 35. So we terror type off concrete you're using. You can check the values off stress read winder trains limits s party following elements. And this is how you can develop and check the range you can see over here maximum absolute between 0.0 29 to 2.5, respectively for whole plate and develop accordingly. You can also develop displayed model with different types of concrete elements. Uh, that's why you have to develop separate material categories. You can go for the design parameters for different category off the concrete. I have considered the general concrete parameter, which is provided in the material and the concrete value for the poison's ratio off the following, which has the density off. 2402.616 kg per meter cubed. So this is how you can model staircase in the stab proof. Thank you. 24. Earthquake Seismic Coefficient: Hello, everyone, welcome to start preparatory into. They've even going to learn about this. Suspect coefficient matter, which is used for the seismic analysis in the start, was to fall. We will understand the basic laid off or the building, which we will required to analyse the structure in the earlier videos. If you have learned how to calculate the seismic base year for the particular building, using a manual matter to live, we will learn how we can analyze the building. Using this is my coefficient matter. So let's start with the primary building it up, which we need to require for analyzing the building. First of all, following assumptions are considered for the building design. Indeed, that Lord calculation we help consider bald or 11.58 kilometers per meter Calculation is shown over here. This part is also we have learned in a similar manner. Partition wall. We have considered 4.11 time thickness 5.79 kilo Newtons per meter slap thickness. We have considered 0.1 25. And based on the slab thickness floor, lord will be 4.1 toe fight kilo Newtons per meter square. We have considered live Lord as a full kilo Newtons per meter square. But this is my calculation. We need to analyze the structure according to the equal provision off, I s 1893 we will discuss this type of building is as a matter of building with the brick infill panels somewhat of building for a simple moment. Resisting frames. The building is located on the but we have considered sorry type as a medium type of structure is the assesses structure. Now, while the time Peter Calculation used to require the question 0.75 X rays to 0.75 for the asas breathing, this equation is available in the I. Yes. Cooled off this earthquake perimeter. I just wanted 92,002. Another question for time. Peter Calculation is also their 0.9 inch up on duty. Then Pingree should be held. Consider five person. Hence, if they hear it is mentioned in the form operation. So we have considered points it will fight. There is a provision in the start pro that the damping. They should to be obtained multiplying factor for calculating the s a busy perimeter for different damping. If no damping is specified. 5% dumping, that is, the default value will be considered corresponding. Which multiplying factor is fun while that you have body for table three off biased 30.93 So let's start with the building for the calculation. Bobo's. I have considered a building plan morning. As you can see, the isometric view of the building which has three meter height, 40 meter line, and er does I? The length is 15 meters now. I have already model this building the basic dimension which is required for the building creation in the stateroom level, providing data into form off this image. This is the plan view of the Berlin. This one is the X direction. This one is this that direction. So using this primary date off the plan, you can model this building, right? So this is the plan of the building now the next image that I want to show you as the call in battle meters. So these are also available. So let's see that. So here you can see that fix support. So whenever there is a fix upholding the plan, you have to consider that part as a column that means columns will be provided in this particular location. No ve vill See that? Let's see the full structure. Now, as I have mentioned the date out the building. According to that, for the Euler data, I have considered the that Lord 11.58 As of all Lord 5.79 as a partition wall Lord. Then we have floor Lord, which has value of 4.1 to fight for the slap thickness off 0.1 25 a. M in with the range of 15 meter. Okay, so these are the basic later live Lord. We have considered the again same as a porky alone with Obameter Square. So first of all, I will show you where we have considered the main wall. And there we have considered the partition wall. So as you can see, boundary very flaky. Let me go for the new view off this particular view. So let's start with that. As you can see here, if I click on the 11.58 let me close the dimension first. I will pressure privy now to show the value. As you can see, the 11.5 value is highlighted in the former blue. So these are D. Meanwhile, lords now in the infield kind of year, considered this as a main wall. Rest of Toby are considered as a partition value. If I click on 5.79 you can see that partition ball Lord is there is a difficulty in doing so for showing you this. I will temporarily disabling the live your value so that you can understand. So I'm disabling right now. The live your value. Another one is We have flow, Lord, so that you can better visible give you gotten added. Let me see was theater. Let's simplify this post. We have closed the floor, Lord Value. Okay, the word indoctrination. Now I will show you the one plant so that you can understand where we have applied to leave All Lord. As you can see, this is the warlord in the highlight off the blue color The remaining Lord that is the 5.7 deciliter in the green green color pop. So this one is developed. I hope you can understand how we have applied. So you have to apply for the whole structure. As you can see, hear no evil activate the floor again, you know, to simply really more okay what? They added. You guys getting this regarding the type off concrete? So let's make it correct. Now we have considered to 30 by 3 50 party being and for column we have considered to 30 by 4 50 so far analyzing Bumpus Right now I am deleting these values we will assign in their game. All right, let's define again rectangle death be how for my Tzeitel? No talking. This one is for column and this one is for me. No, 2 30 by 3 50 VR signing pointing being barometer And this one is for column Select teams battler do saying to select it a lot of right I hope they had a vigil Exco 40 A little part sometimes in the crack version it will happen that if you try to change the barrel meters, it will create another. Forget about the lower value is Okay, so let's go for it now. I hope you understand all the lower para meters No to analyze in the earthquake form. First of all, as you know, we require the calculation off the base year value that is Bhatia is VB was toe edge in tow . W now it is be waited in debates number 24. So we're calculating the basics. Bhatia, you need to incorporate the value off the edge. That is the design horizontal acceleration spectrum and the W will be dick Total building. Wait. So to analyze this, we need to quiet the lower cases. So we will apply new lower kissed in the form off says me we will consider for the X and these their direction Next lower cases for these their direction. All right. Now, when I click one ad and when I click for this is my clothes. So it will show me one warning that this is Mick. When I click on the seismic laws, it will show me when. After that the suspect definition is required in order to assign. This is McClure. So, first of all, we need toe assigned. This is my definition to analyze in the form of Cisma Close. So first of all, we have to go for the definition part off. This is my definition. We have to go for the Cisma definition says a click on This is my definition. You need toe this para meters which will lead to calculate the its value off the part. Now, you know, for this age now we understand about the edge in the calculation that court says he edge is the perimeter against the design Hold is on the spectrum coefficient. That is that by two, I buy art and as a magic. So all this perimeter being required to incorporate in this start fight so that it will calculate the edge accordingly. Now, to create this, you need to go 40 seismic parameter values. So as I click on the definition off the seismic part, let's do it again. So you got to select the court. We have our Indian core one in 92,002. We'll go for the include accidental. Now what is include accidental. We will learn this later on. Now, if I click on the generator, it will open one parameter fight So it will ask for these soared in value response, Election factor value, important factor value and the soil battle meters. So as we know we have city, I am the But so be has done that the zone pattern which will change. We have special moment resisting frames for that specter. Responsive. Looks infected with me. Fight. We have the general building perimeter. Now we have considered the medium size you have the supreme building damping here. We have considered fight bossing. If you want to calculate Fiddling X and Peter Insect, you can calculate using that fundamental equation I have shown the other by Stead will automatically calculate that value also So reveals 100 this para meter click on the air. Come on, sit with animal rights, it will add those values. Now, here you have to check that in the crack version. Here. The damping issue is indeed a show from 90% from We have a little 900.5 as a racial part. We will add it manually. Now I'm adding this value Click on the so when you click on add, it will generate. This is Mick definition part. Now, whatever the Lord's we have considered in the late Lord part and lively part all these lord parameters you need to incorporate in This is my definition also so that it will consider all the weight para meters and based on that value we have known that says make perimeter value it would analyze the structure. So step with Let's start with the self eight part at self. If you have made a mistake that still it this yes, you need to wear all this para meter in this self It part had so self it will be added. Now the next phase I'll be joined great Andy member with So we will understand this simultaneously. Now feature where the Lords are Northern Lords or the point Lords that lords are considered as a joint. And whatever the lowers our uniformed Lord, they will consider as a member Wait, So he'll be happy. Member Lord as a follower and floor lord has a floor way. That means it will converted from Lord Wait. Now, as Fiat, including all these member lures in the form of weight, the value will be in deep, positive manner. So first of what? Let us see me. How? Added selfie. Next lower is Table Lord. That is 11 point fight, So you have to 11.5 in the form off memory that is uniforms. Now, as you know, in which members you have assigned the ball or you have to simply copy that members so that you can assign over. There also had member with you have uniformed while bait That is the 11 point by the value here will be positive because here we are considering Wait, not the force value and weight is always in the downward direction. So we are considering the positive value Hell, this value. Now here you can see it's not a sign, so we will go for us. I enjoyed it list as I hope copied 11.58 volatile or similar today seismic definition. So I mustn't do that at its list. So it will assign. Now you can see over here that the lower value is not highlighted. Only members are highlighted because this is the Lord which says Mick definition will use toe evaluate the lateral course. That means this Lord need to be analyzed. Right now we have only applied so the Lord will not highlight Over here it will only highlight the members on which the lower is highlight Now the next, Nor despite 0.79 in a similar manner we will go for 5.79 Copy all the members to which it is a sign go from and move it. Add uniforms five point 79 Was it the value? Add had to assign list in a similar manner. You can assign that lower also. No. Next lore is the floor rate. So here we have. Consider four kilogram per meter square for 15 meters. Divide range. You can add the floor now. The next lord is now You have to take care that in this is my barometer. That is applause. Table eight Iess wanted 95 1 which tells us that what is still at me? Sure you. Now the light Lord close stays that 40 import store up to and including three kilo Newtons . For me to square, you have to consider live Lord as a 25%. If you're live, your value is critter than three Killer Newton parameters where you have to consider 50% of the library. So here we have four kilo. Newton promoters were live your value, so we will consider 50% off track. So here we are, considering live Lord forces make perimeter dizzy Duke Ellington about meter square. So I am adding lower rate for the live Lord. Is Tokyo new number made a scratch so it is also including under the park. As you have defined all the lures in This is my definition. Now you can rope body or quick parameter definition. So I'm adding, are quick says Make Lord in the X Direction one now he of year considering multiplying factor for include accident with Arsenal Moment So here I am adding this para meter also similarly, we have to go for this direction part now we will understand What is this accident with Arsenal Moment that we need to incorporate Yeah I have tell you about the include accidental Now there is a floor close provided in the says McCord which shows that the aesthetic eccentricity part which tell us that if your structure has the center of mass and center off, stiffness is regular that mr for geometries regular there will be no skeptical eccentricity , but if you're structure is irregular in geometry, there will be a surgical a central city. Now what is technical eccentricity So static eccentricity at floor is defined as the distance Whitman center off must and center of fragility. Here we have a regular success, so there will there will be No, there will be no any static eccentricity. But for calculating that personal additional moment, it re present the question off 1.5 plus points here, if I meet me, is them floor plan Dimension off the floor. And here they have considered points. You know, if I extent off accidental eccentricity factor. So this is the perimeter which they need to incorporate. So it will provide the additional moment if other structured has a skeptical eccentricity. No. As we have a saying, all the better meters, you can go home design part that is, this is designed So first of all, I am click on the analysis will add the analysis part. All right. No, we need to analyze for extensive detection so people find the command post for printing d load data. So I am adding the Lord data check after current so that it will after the current Lord cases form analysis in floor data. Now, Andy, change. Come on. So that it will again perform the attrition for the second law. Cases to change command will change the analysis ones. It will analyze for art quick in X direction and then for the similar body direction. Okay, so you can do that again? No. A similar case. You have to apply Body perform. Analysis, Print Lord, Data body look peaceful. Okay, change. Okay. We have you find something different. Let me change this. We could change. Okay, after that, if you can go there, give 40 and it applies. All right. We will at the sparred Andy Victor form analysis. Check the after Gordon drink your data and change our drink so it will perform in all his fault except seek direction. No, you can go, Baldy. Now we will consider the lower combinations for dead and live your part. Not before analyzing the structure. I want to show you something that if we go for the analysis part in this sequence, stack, Robin show or other. So let's see Wards theater. Then we will run the structure again. No, you can see one of the editors highlighter. So the Adams says that 1893 load case must be defined before any other lord case. So I want to show that matter to you. That's why I have run to fight. Now it stays that the one in 90 lower case we have defined it must be after the definition part. That is your this definition. So we have to move this lower case off quick. Accent said in the first case. So the sequence will be our quick in X are tricky said then that end level. So we will use a leader file to move that load cases? No, If you have a little bit confusion regarding your artistic para meters, you can simply write down over here the start definition off the earthquake Start what we different nations then after hell, we have the in definition part. You can simply write down this so that you do not confuse about this part. So this is the part in which we have defined the all seismic parameters Celebrate member, We floor it all right. Now, what we have to do is we have to change the load cases. I am pressing change, providing exactly after the definition for all. Right now it will according to this is my definition park. Then we help what cricket X and or quick insect. So here the lower case number doesn't matter if you want a signed first to lower case three . As a little case, First forces make X you can do that also, by showing the sequence pattern. We didn't add her. I have shown you in this manner so you can edit those pattern we does indeed. Editor. Now we will see that the sequence is changed. As you can see here it is exactly after the definition. So this is basically the program sequence. What started? Which it is following that. The lower cased off the earthquake definition must become a pretty definition off. So we have a que accent. Thank you. No. We were assigned the lower combinations, So go body command lording automatic a Lord combination. Select equal perimeter General structure. John Drake. Load that. So it will add the bottle or combinations accordingly. No go for me and Alyssa. Spin forced Alice Spring. You help us? I Indy performing on this this part. But I want to bring the Lord data, so I'm providing a load list about a meter that is started from fight. I heard that Lord Lous so start approval and less only this much off the lower case. Otherwise, if you're not specified, the load licit will analyze what all or combination right now I'm restricting. Start to analyze only for the fight to 12 combinations. Siam adding this combinations If you want to bring to join this place man, you can add over there. If you want to pray Mama forces and support reactions. You can argue those parameters. Crean joined Displacement assigned of you remember forces If you want member forces off only foundation columns, you can go for that also I was saying to this membership and but is also only no same view . Now the structured is ready to analyze who really analyzed the structure. Okay, here we are incorporating one morning that will be always 40. As we know, dead warning is body slab analysis that depending upon the length of the structure, you need to break the floor according to one bear to it. How do we can't ignore that morning? No, you can see here. Stair has calculated the time period 0.48 seconds s ability value is 2.5. Rip active one now here may sure is calculated. 0.4 into 10,984. So this is the baby that is h into your w value. 40 particular breeding so tv cause tow it Yet comes 2.4 double zero and W is the building. Wait. And based on that joint, it will highlight for the each level. For example, I have consider X directions for X direction into joints. Little ports value is 70 kilo Newton and Cedo floor. This is the force. This is the moment in a similar manner for their direction. Also, it has calculator in each direction. Okay, so it is how you can analyze the start files now. Whatever they extracted one we have provided it has calculated to join this Bliss Marie member forces for particular, less command that fight Dodwell and support reactions. You can utilize those values. One thing Analysis of desserts. Now we will see how the force look like. Let's see that value. But quick in X, so does this house is made. Lord definition is a sign to a particular building. I'm changing the skill as we have to scale Point force. We have point moment. I'm changing the scale so that it's made visible. Okay, if you're breast took me, the little force analysis will be at each joint is available your force and your moment. So this is the electoral force. And this is the additional moment which we need. If you have calculated using the accidental eccentricity, that is your accident is the edition of moment. So this is how you can analyze a particular structure using seismic revision matter. Thank you. 25. Shearwell: Hello everyone. Welcome to start for tutorials. Drivable going to learn about Cheval. How we can model a sheer wall in a building structure using step. So first of all, we will understand what is the she of all? What is the function of sheer well in a building? So we have been document which is religion toe or quick and uniting. Tip. You can find us online and we will upload this document in the video description link. This is document related to one quick design and construction, which shows the basic functional this year well, and it's relevant design criteria said how we can use the she of all in a building and how it is utilized. So I prefer that you will refer this art critic to understand this year while function. So let's start first report as you can see a picture over here in a building construction, a reinforced concrete year. What is shown in the boat direction? Basically, she awas they are start at the foundation level, and there continues throughout the building height. These are the concrete walls which is used in the structure to resisting little roads. Sheer walls are like vertically oriented walls beams that carry our quick load downward to the foundation. The thickness can be as low as 1 50 or as high as 400. In high rise buildings. They are usually provide along the boat length and very thought. The direction architectural aspect for the she of all assumes no shovels. Freud. Large strength and stiffness to the buildings in the direction off their orientation, which significantly reduced the laterals way off the building and thereby reduces damage to the structure. And it's country. Since she of all carry large horizontal artwork forces, the overturning effects on the large are too large. First, design off their foundation. Request special attention. Sheer wall should provide it along, preferably both land 10 Birth off the structure Here one plan to issue one in which to shear walls are provided in both directions. As you can see here now, she was in buildings must be symmetrically located in a plan to reduce the ill effects off the twist in the buildings, they could be placed symmetrically along one or voting direction in plant. She walls are more effective when located along the exterior parent perimeter off the building So that's why, as you can see, you know, building structure. They are provided in the periphery Monday boundary area off the structure, and you have seen a lift structure that is also called as a Shia ball, which also act as a part of sheer role and resisting laetrile. So lived part off the building, which also act as a shield. What so here to configurations are so shown one off them is showing that how you should place this year while according to the symmetric locations. And if you referred the this document, you will definitely understand about this year. What? So this is the basic idea about this year while and their function. So let's start and model a sheer wall in stab proof. So first of all, I have considered one of the basic dimension to show you. Let's start with that. Yeah, I have considered one basic plan geometry off a building. You have to develop this model first. I have created this earlier to show you so that now we can loan this in a less time. First of all, you can see put in X insert. Directions are seen four meter, two meter for meter. Same in the exact direction for meter. Two meter for meter. The vertical highs off the floor is three meter. Now I have a scientist, Basic lords that are included in the structure. These are the self rates I have considered, well, Kilo Newtons per meter. As of all Lord which is applied on the periphery off the structure. As you can see here, next one is the six Kilo Newtons per meter. Now this Lord is aside. Indy internal walls. That means the partition watts. Here are this the Lord off six Kilo Newtons. Now the next one is the floor Lord, I am considered Slab Lord as a four kilo Newton part meter square and consider two kilo Newtons per meter square as a live globe. So for demonstration purpose, I have considered all these values as a part off for Lord and float Lord in your structure , depending upon your Baltic nous and depending upon the pregnancy tee your ball lowered. Maybe very or your slab lord may be very according to your thickness. So mind will that calculation this calculation we have already learned in the previous videos. So here the values which I have considered days are only for the reference purpose. For example, to calculate Newton per meters, where I have considered right now, this lord has a main warlord and six as a partition wall. Look, these are the Basic Lord, which we have apply in the structure. Now I will provide a translation. Repeat common toe. Put in the structure in the vertical direction. So let's go for the translation. Repeat command in the right direction. First of all, we need to select the structure, so I will select the structure Pressing escape. I'm selecting the whole structure. Providing translation repaired in divi direction. Now we will provide a translation. Repeat off three meter in the vertical direction. Okay. I have made a mistake. I have to go 40 two steps. So again, I'm green, providing three step two steps off. Three meter. Okay. Now what happened over here is it has also considered effect support. So we have to remove this fix support first. So let us remove this fix of old first. I'm removing the support first. What I'm doing is I am providing a no support command to remove the supports. Sigh interview. So whichever the extra support. We have a sign they will be removed. Now The whole structure is translated with the lorry. But you have to check all the loading is correct or not. So let's check 1200 per meter Lord is assigned. Six killer Newton Lorries also signed. The floor is also a sign. Now here you have to keep in mind that the wiring I have provided that it's 10 meter because we have considered three floor, ground floor, first floor and second floor according toe that violence you have to provide, then that is your vertical range. Okay, so keep that in mind. No, let's check now. You can see that sometimes it's happened. Skin translation reveals some of the lords are nor consider So you have to check properly. See, as you can see, here is the self. It is only assigned to the ground. So after translation dip it. You have to check All the loadings are assigned or not properly. So we will assign this okay to the whole structure. So now the basic analysis part is done. So based on this live Lord and that Lord para Meters, I will analyze this structure once and then we will assign this year while para meters. So after assigning that Lord now, we are considering each plate each year wall in each monger dimensions. So let's start with that. First of all I'm considering in the plan view, I'm considering the first very free going in the right click Neuville. So we will provide a she of all over here in this dimension. So for this, you have to assign first of all, this office para meter all this office panel Perimeter 200 this year. What? So you can go for this office cancer and close the boundary So he urban Parametric model is developed for this office Mind Well, if I'm clicking where I have considered the starting point, I have to close that boundary in a clockwise direction and it is under close monitoring. So he over here creating a surface miss for this year Wal element. So here it has generated. Now we will go for this perimeter. I'm changing the plan view Pressing escape, right click New view. All right. We can assign shield wall again in this office perimeter. Okay. Closing the boundary next to me. How? All right. So same you have to apply in the site and the site, Depending upon your structure, your architectural input tissue of all may be very right. Now we are considering a demo purpose. So I have considered in the water direction. Share What? So we will consider this accordingly in a scientist, she'll while perimeter. Let's go for this office element. Close the structure. If you do not provide this in a clockwise direction, the plate element or the Salafist direction will change according to the clockwise or the anti clockwise direction. Okay, so you have to keep in mind that you invest, parade the clothes, Mondrian, the clockwise direction. Okay, so we have construct all four sides. The music she'll What? Okay, now we will provide thes weakness on that is the property of the selfish Sadiyah. Initially, we will provide 2:30 a.m. in thickness that I'm listening to. The view at Mr This is the selfish sickness or wherever the weaknesses available it will consider. So that's why I m parading us into view. So as you can see the shield wall thicknesses assigned to structure, you can check this the whole structure, how it looks in the three dimensional para meter. So it will look something like this after broiling the thickness. All right, Now let us assign the structure and analyze the first to considering the letter. All the vertical lords First of all, we will run the structure and then we will more e v hardly designed this year while perimeter now, after ascending the basic perimeter will go for the design concrete reveal selected court for 456 We will define the para meters right now I am not writing any parameters. I will go for the Czech court according to the start whichever the moral people consider those elements. So right now I have read it only took among these and being designed column So what will start Do? Based on check code command, it will automatically design the whole structure. So right now we are not giving any perimeter In the earlier design Via already learned this thing that if you do not provide any parameter bears don't eat the fold. Cool specification starve It automatically designed this. So I am assigning this beam. No, I was saying to the columns. Right click New View case of Avila Scientist Oh Scient of you? No. Let's sit on the para meters. Perform analysis. Most of all be held when lays the structure so that it will consider all the lords. And then I probably will go for the design perimeter Done. Right now I'm for modeling the sheer wall Barham it And we have to create panel for designing the each panel elements. So we will go Body modeling more going the design Cilic Concrete sheer one. And now we will develop all this office to develop this office wall panels. That is your Shia while para meter. So considering this office barometer surfaced one that is yours. Office one you can check. We have totaled 12 soffits develop for morning this year. What? So I'm considering the first office now I am creating a panel over here. As you can see, you have to close the boundary and go for the vault press. OK, so it will be like create a panel off. Great. You can see here Faneuil want and he just four corners in a similar manner. You have to go force office to create panels. Select for war Press. Ok, Similarly, Force Office three, create panel. Close the boundary select panel diapers wall. So in this manner you have to go for all the trails, Officers. So right now I have the most straight one of the panel to you. You have tow assign all the perimeters toe all this for sheer waas for showing this. I have already developed a sheer wall mortal to showing you this. So we will open directly that model. Okay, so let's open this morning. As you know, they had one days off the stay. Regular reveal. Utilize this editor. So what I'm doing is I'm providing the start fight in the form off panel falls. Okay, so you can see here I have developed all this office models providing panel to each one all the twelves offices in a similar manner. You have to do for old Wells offices one by one simultaneously. Now, now you can go for the sheer war design. Select a sheer wall. Go for the Kordell specification. We have eyes 456 no go for Did define battle meters. Now it has some batter meters clear cover is maximum age. Minimum compressive strength of concrete by main horizontal maximum was under minimum track and all that so we will provide the basic parameters. Providing clear covered 20 fireman. Maximum age minimum age. That is your bar diameter required for this year. What? Ah, one off. The thing I want to explain you is that it has also provided detail reinforcement section leaders according to the eyes. 139 to 0 Indy that document off the or quickly. So you can also before that. And according to that check or start being more list. Okay, so the vehicle body defined perimeter Clear. Go. What? I'm providing cover off 0.25. Mm. Here. The value we have entered in Mater that so I have to consider points it would quantify out of this age maximum, it will ask for the maximum range Postbank, but size for the aging moment. So we are considering right now that is considered an imam and Asian minimum considering. Hmm. Had he had a compressive strength off the concrete. Right now we are considering 30 If what? I mean you know the strength that is your 15 killing Bombing square horizontal maximum. I'm considering horizontal bar through 10 horizontal minimum. We are considering eight. Then after we will go body track one. Uh, we will provide the double layer Florida gold maximum one goalie VVe Freud Vertical maximum . Then vertical minimum as an eight. That no put this all better meters and assigned them accordingly. Saying to you saint of you feel considered only this year while parameter because these are the parameters only possible. So I'm really assigning to you. Have you have changed the detail output? Right call for saint of you can for White become one for design She'll what? Saying she want assigned to you, right? No. We can run the model to analyse issue. You can find the output results go by the results. Yeah, we have conquered design and he'll be help your water design. This is how you can more a sheer wall. Right? Thank you. 26. Response Spectrum Analysis: Hello, Everyone, Welcome to start proto drills today. People going to learn about their response spectrum analysis in this type. In the previous session's off earthquake analysis, we have learnt how to analyze a building. Using this is my coefficient matter. Now we will utilize the same building for the analysts on response spectrum for understanding the concept of response spectrum. We will see some definitions regarding the response spectrum analysis in the earlier sessions we have discussed about this is Mick definitions and how we can apply. This is Nick Revisions Huli stand up. So over here I have considered the similar building with this similar design parameters offs on factor Responsible Action Factory important factor for a particular public and the same building. Will you realize body response spectrum analysis. So this is the same file I'm utilizing for the response spectrum analysis. You can see the building concept as well as the loading conditions are similar. Now, to understand, the concept of this prospect will go through the basic component off the response spectrum . Let us understand. What is this? No response? Spectrum analysis is a linear dynamics tactical analysis matter which measures the contribution from each natural, more off vibration toe indicate the likely maximum says big response. Often essential elastic structure Response Spectrum analysis provides insight into the dynamic behaviour by measuring the pseudo spectral acceleration, velocity or displacement as a function off structural failure for a given time mystery and level off camp. A response Spectrum analysis is mainly used to remind the response off a structure toe, random or time depend. Loading condition, for example, are quick wind loads way or current laws. Jake Ending Thrust on rocket motor vibrations Now basically, response spectrum is a plot off maximum response off a linear single degree off freedom oscillator forgiven Trump on and off our big ground motions. Now I understand the concept. Off response spectrum lessons Consider the it won idol a structure as shown in figure. Here you can see three months models are dead. There must m one m two m three the stiffness as well as for the time. Peter Steven T. Two t three For the calculation Off time period. We can you realize T equals toe pie in the root cabe i m so that we can derive the time variation or D devalue. And based on that we can plot a graph, but he got into the natural period were seized the response spectrum quantity. Now, for this particular element, let us consider that if the Steven T. 23 for the time Peter off, all three I didn't. Structures are similar then forgiven component off at ground motion. Maximum responsible. Be seen for all the oscillators. Maximum response off a linear single degree of freedom system to any given component up with motion Depends only on the natural frequency and damping so that so we can work out the concept of just war spectrum analysis. No. Over here. Maximum responsible in your single degree off freedom system to any given competent off. Quick motion depends mainly on the natural frequency and damping. Now, for if our aren't great frequency and the building frequency will match then big deserting conditions might aka So basically, the concept of a response Spectrum says that if we know the natural Peter off building what will be the maximum response off that building with the given component for quick, we can work out and utilizing this company evaluation. The concept of response spectrum is developed so we can develop a graph on, bitch. On the X axis, we have the natural bigger and on the y Axis v Healthy Response Quantity. Now there's a response. Quantity. Maybe it may be in the form off maximum. Now, here you can see a simple plot off some fundamental time, Villiers, with the similar time 1,000,000,000 sessions response quantity craft is given. Now, if you calculate the maximum response for a range of values, off frequency and damping and portrayed the results graphically, then have we have a spectrum chart that shows that maximum response off all possible single Negro problem system. So that particular company stuff now, there are some matters which you realize these dad pro to calculate the response off these structures. Now, these are basically 11 to the structural configuration or that perimeter. We will understand this one by one in thes start para meters. Okay, Now let us understand. House that pro operates for the response spectrum analysis the design lateral shear coast at each floor in each, more is computed by start in the accordance with the highest wanted 93 part one as but the following close off 7.8 point four. Now the basic fundamental equation for this is available over here, that is Dubai equals toe a k. If I get became toe w from which we need to enter the pH value as well as the W value, he is the input that we will provide in the form offset by too high by our and a symbology and w is thesis me great off the very thing. Know what standing does as we provide this that by toe I buy value as a factor for input spectrum. The program calculates the time period for 46 Moore's or s party specified by the user. Then program calculates s a baiji for each more utilizing the time Peter and damping for each more in the similar manner it will can killer the design horizontal acceleration spectrum a k for different moods. And then it calculates the moral participation factor for different moods. Big collaterals is big course at each floor in each Morris calculator and therefore all response contradicts for each move the calculated Now we will understand how it will utilize the matters simultaneously through stateroom. No, over here. First of all, we will go with the definition part, as we have learned earlier in the article accessions that the sequence off the grid definition must be in this manner that this this is Mick Lord case must be after the seismic Design court or bloody Esper. The definition over here you can see art quick definition regarding the system. Its particular zone, we have considered the are quick lower case three and four in the first sequence. And then after we have the basic lower cases that are 11 toe Did that Lauren lifeboat part ? No, the stand file, which I have considered earlier it is similar with this is my coefficient matter. But along with this now, I'm also calculating the response quantity. Now for calculating that response quantity as we have discussed the way here, Stead will first require this values in the form off letter forces and then said bite when I buy are barometers will be calculator through the dynamic analysis now for this dynamic analysis required to input those spectral values through the articular cases over here. Now, in this particular case, in the earlier session off, seismic coefficient matter be required to provide the definition over here in terms off Wait that the member Lord and floor lords are converted toe the way to calculate the totals building. So this definition I have kept it as it is as pretty close in the total provisions. If you want to calculate battle early response quantity, then also you can define now all these quantities you must have defined in this particular lord cases. No s. But the discussions you can see over here the big response quantities. Let me show you. Yes, the big response countries are then combined as per Dementors off security or SRS is our absolute value method. Now these are some of the methods for each other. 11 to this is more seismic coefficient matters now days designed base year VB calculator from the risk on spectrum is converting the debates year. It is computed by the empirical formula for different nominal time. And if VB is less than small VD, all of this response country, they are multiplied by the starting factor values as but the clothes off 7.8 point two. Now we will understand this sequence in this that broke with the falling man. Now what stats stays The Beijing for a given more off given direction reported it will be in the falling form that will be VB equals two x y, sir into the particular direction. That means extra NVIDIA mass participation factor for that particular more in that direction. Similarly for divide and body said Now it stays that whatever the quantities we have calculator in the form off that Lord and live Lord, all the quantities must be applied in this particular lower kisses to develop the dynamic analysis. That means if you want to work out the response spectrum for particular direction, then we need to work out all this quantity in all three direction as party quartile provision. So we will see this format one by one how we can end it. Or did I not make analysis purpose? No. I am providing says big definition as it is now for calculating the response spectrum analysis quantity. I will go through the studied it apart and you delay the start quantity matters. So now what? We will do whatever the cat and it is we have calculated in the dead Lord. Live Lord, this all quantities will be submitted in the lower case form in the lower case letters as you can see over here the values will be in the lower form. So we need to applied all the weeks or all the Lord values in X Y ends there all three directions. So we will utilize This started later part So it will be quite short for us to evaluate the values. Now, over here, you can see I have the basic calculations available in the Lord quantity. As you can see, I'm adding all these load values now in the lower case, three off overseas me X direction and then we will work out the quantity sort of, the values we have in the Dead Lord and Live Lord. We will apply those values in the seismic definition for calculating the particulary response spectra. So, esport calculation, We will now apply this in this particular load case. So now what I will do I will consider all the quantities in a particular direction. So what I'm doing is right now I'm copping all these lord values upto here. Let's go with this self it I'm copping this. We will provide this in the this particular part. No lettuce, probably definition parts so that we can't forget. First of all, we will and upon the X direction Saya mating all the values, the formal extradition over here. So first of all, I have calculated the self. Wait, No, I'm changing this and for the X direction value will be positive because we are working on the positive X direction. No, similarly we will calculate or adding all those values. Now let's go for the member Lord. So go with. Remember Lord Simon dangerously, I am not considered in this definition coming apart, it's and corporate is simply now what we will do given simply jeans the direction over here and value will be positive. So as but the discussion We know that 11.5 it is musically devolved Lord which we have considered early. Similarly, I will change all the directions. So here we are applying right now for the X direction part. So I hope calculated self it on itself an 11 point fired wall or this is the partition. Now the another lord remaining Is this Lord Lord, some real ality floor load over here. Keep in mind that whatever the Lord's you are copping, it must be in this equals. So we will add over here will change for the GX and value is positive. Right now I'm working out for depositing next direction. That's why I am taking values as a positive value. So similarly, we have to work out the level. But here, keep in mind that you need to work out the live Lord in terms off percentage factor, as we are considering in this is my definition. You're lying. Glory over here will be 50%. As for the plus calculation here, we have to consider t factored like Lord that we have already considering this is my definition. All right, so here the X direction is completed. Now you consider the ball lore. Then we have this floor and this one is the livelihood. So it's a similar calculation with copy over the letter for divide. You can make a north and come in so that you can able to understand. I'm simply changing the direction. Nothing else. This will be right. Okay, now, being it to go for these air direction also now we will apply all the quantities for zehr direction. I'm simply changing the direction because we need to apply all the values over here for all three direction. That is ex my insect. So we have considered all these values were here for calculating the response. Spectra in expired said direction. So now the quantities that ended Indeed, this particular lower case, you can go for a similar their direction also. But right now we are considering only extra traction for calculating the response. Spectra. Okay, Now we will save the file and see how you feel. Added your response. Specter, you can see particular line. Wait. Come on. All the lords A rally for X by as well as desired direction. Lucky. Now you can see that a lot of laws available over here. If you want to go for a particular loan case, it will highlight accordingly. For X well, by and sick. Okay, so we have apply all the Lord is in terms off expired, said Quantity. Now we can apply these response. Spectra over here. Sile Flick on Quick X. Then we will click on the response. Better now, as I click on the response Spectra, it will provide me DeCota provision specification. We will select our Indian Coryatt one at 93 Here you can see the combination. Metals are awaited so that will be a status is secure. CNC isn't What is the letters? Understand? We're here in the stateroom stare. You realize some occurs for calculating the morts Now. What are most we have learned in the earthquake that Moors are representing the building vibrations or the type of the available during the earthquake. So, David, for calculating the more ships specifically starting you, delays some of the methods in which Sarah says antique UCR input Now for sufficiently closely spaced Moore's are far more sweetie. Sufficiently separated frequency. The model frequencies are not close. The square root off the sum of the squares that is the full form off services. Metal is approximately for probable maximum value off response in the similarly manner. If you have a closely space Moore's, then it will utilize the CSM method. If Moore's 50 closed, the specific on sexist Theus charities matter is not applicable. Moore's with closely spaced frequency become coordinator and the definition of moves with closely spaced frequencies of function off the critical damping ratio. So basically, you remember that it's terrible automatically detected the matter if even if we are selecting right now, my services, if we have a closely spades more data. It will utilize the metal according bloody more specification. Now more than basically behavior off or the response of a particular structure or its vibration during the impact off loading. So here, right now I'm selecting DSR essence matter. OK, then we have the spectrum type over here with the particular Cuban direction. So really go for the spectrum type acceleration while the X direction now here you need to will enter the value for X direction particular So here the value offset by two and I buy our will Be added Know how I know that X value will be the particular factor? No, but understanding this because it is already given in the start help itself contained. We will see this and I have discussed earlier that you need to enter the value offset by doing I buy our as a factor party input spectrum. No, let's go for the help contain Let me show you that house that defines the response Spectra , You can go over here in search response Spectra What he And this is my definition Regarding the total provisions off wanted 93 is giving. We will sort stack. Yes, you can see over here. Definition regarding the response spectrum is available as part of the discussion. Okay, so it shows that use abroad is the value for that bite when I bear is a factor. Boring perspective. So in this dead would here we need to provide the value of that bite when I buy. So we will see the contain first to understand the list produced. So I have considered this value or the methods of presentation over here for understanding poppers. Okay. And they have also described the matter combination, but it better. It is a services or security to choose based on your more than shape structural behavior. Okay, you can refer this if you want. And this combination matter procedure is also they have defined in the help cramping. Okay, so now what? Here? Yes, In the response rectum, we'll go for the total provisions. Then we have a services for a particular direction. I choose X Now here. We need 20 value for that. I went, I buy it so even see over here wouldn't be how considered for the said at his or 0.6 0.6 divided by two. And I pi R as the one divide by fight, so it will be considered as in 0.6 So let me show you that over here surged by two Sober said is basically 20.16. They might by 2.8 One is deployed by one divide by fake so it will come as in 0.0 16. So we will add this value over here Did response spectra again Go with the total provisions X value and it will be coined zero 60. Okay, now this upside class for calculating the response Spectra started Be utilized the graph Spartans recording to that s a bi g value that is it 11. To think you are said by when I bear specifications. If you want a custom better meters you can also add over here Now, in some of the cases regarding to the actual side structure David's utilize this soil spectrum please on this side record because they have the values for a particular time, Peter and then regarding accelerations. So they will utilize the soil spectra value for the actual structures. But here, right now we are considering the medium soil as started. You realize those graph which is available in I s 1893 What s a bi G value? Particulars. So let me show you if I how uh over here how the start you realize Let me show you. Yes, you can see the particular graph with the spectral s elevation was his time, Peter. So they will directly utilize as but the hard, medium or soft side. So this graph specifically he was by the start proper calculating the spectra value. All right. And if you have a manual, you can also go with that particular. So we will consider medium soil over here and s But the discussing that being will be 5%. So I'm adding this value. If you want to consider the Darshan, you can continue. So now you can see here Hispana spectrum quantities at it Now the similar country will add for the search perimeter also. But right now we are not considering all the weights Indie set direction If you want, you can do this similar procedure for the X direction also Right now I am adding only the spectra value But their directions of a value govt explain certain what Here you need 20 value off points. It'll 16 real considerably. Medium size. Okay, now, one thing I said to forgot the scale over here, it will be one. Okay, we need to check over here. Yes. Now what is the skin now? The scale is basically 11 to the mass value because we are considering all says Mick Mars way for calculating the response Spectra value. Now, if you're utilizing the custom value for a particular wrestle aeration pigeon here, the G value that is your 9.8 value will be incorporated as it provide the factor for essay by Jay Evil. So that's why we're considering medium soil specifications affected will be. But what we're going for the manual operation unit Quinta de Factor as a 9.8, that is the G value. So we have an introspective one over here in the similar manner we need to add effective. Or is that also so now the responsible quantities that ended in the start Now we will go for the analysis spring. So let's school for the analysts spring. Even add some commands regarding the perform, analysis and drink. Okay, So we will go for the constant analysis training We really find commands. What a particular elements. So let's go on the more chip print I'm adding simply the results to calculation analysis. Lizard will be added. Then after. If you want member stresses, you can add support. Reactions also are available. Can load list. Come on, let's come on with Basically grew for a particular lord combination. If you have, it's a cruise office specification. I have added over here you can also go for a storage it to act Great. So these are the commands we have added no people in the fight, Of course. For print, it will bring Hold the data. Now I am running the analysis. Okay, Try to remember that when clauses there in the stateroom will check this filthy filed runs A. We have three warnings. First of all, even see This plus probably is available on the page that we have already discussed. Let me show you. Yeah, we have discussed there's the dynamic analysts maybe perform either by the time instrumental or by the response spectrum matter. However, in either matter, the design base year shall become parity. Actual. Misha, that is your baby bar calculating using a phenomenal liability and Then that ratio will be workout, which should be in the previous lives. Then vb bad. That ratio would be work up over here. It's written that anaemic analyst maybe perform either by the time instrumental or by the risk on spectrum method. However, we neither matter the design base. Year VB shall be comfortably Demisch your baby park calculator using different amateur time Peter, where he is s But the clothes that we have discussed that question where we business 10 TB All the response quantity, for example Member forces, displacement story forces and stories here this year shall be multiplied by the Now we will understand this. What is it? Is one to say no. Let's go with the output file. What it trying to say? Okay, now the first warning us seeing over here you can see as part of the discussion some more that closely space. So it has adopted this year's and matter so stared has calculated the motor participation factors and other values utilizing this year sent matter even see the mortar participation factors and the total absolute sheer as well as this year. Shims here let here as a 1 63 But a particular concordant and we have more mass participation factor as an and the fight. Now there is another clause. Also, there defines this participation value. Okay, let me minimize this. That would say, is that in the murder of moments to be used, the member of Moore's to using the n answers should be such that some total off Moore's must mortal masses off almost considered is at least 90% of the total says big months and missing must correction beyond 33%. No, as but the response spectrum calculations Terrible. Basically calculated. They're 40 years, a six month. But if you want to go for a higher moon, you can also calculate, and it must be 90% over here. You can see that our calculation is up to 85%. Sorry. That is the 85. Okay, Now, if you want to go over higher more, you can go with that particular okay. Over here, you can see the time Peter Calculation and s m I G value calculator frequency for each morbidity. Particular time Peter value is available in the output file. Okay. Similarly, the calculator gee, spectral acceleration for each component off each six more. He had a V. How? Speak store this year. Then we have mass participation factor. And the base yet is in Killer Newton. You can see what expect is 85.7 Okay. And the brutal? She s cause a CS and matter it has calculated to 46.34 Okay, now this is the warning. As you can see, the base year from response spectrum is less than the vision calculated using the empirical formula for fundamental time. Prettier, multiplying factor. VB, developed by VB is 1.98 Okay, so this is the factor. We need to multiply again to calculate the exact and the ratio would be one. Are you near? So that is what lost stays over here. They need to minimize its is. Yes. The warning is if B b is less than maybe all this, most quantities should be multiplied by defective BBT reason. Viably Barash. So now what we will do for analyzing the quantity again Civil multiplied this factor through the particular quantity that is over points. It'll 16. Okay, not this 1.98 will be multiplied with that particular factor in order to gain the value, which is less than do that. So this is basically warning so that this is also here Party Sufficient factors are there. Then you have storage of print according to the height they have operated the elegant solution also in participation factor. Okay, Now this 1.98 quantity will be shown and reveal multiply. Tis again. You can do the exact Well, hungry. So this is the warning. And now we will multiply this 1.98 factor to get the exact quantity. Let me show you the more value first. No, here I'll go in the post, processing more a play. I'll go in the dynamics now. He Over here you can see the breeding behavior for each spreading more, starting with the portly calculated for all six months of disease. House on what? Building the hips. Okay. Just in the scale right now. No, this is the animation, actually. And modified this. Let me show you again. And then we will go for the correction like this. Villages, the scale over here learning. Let me go. Hold more ship in the plane. Okay, so this is the basically response off a structure for six different moves you can check out . Is this more than one? The building will be having this particular and this is more so. This is just a tropical re presentation based on or response Spectra calculations. This is more for this one is more fight Now. If you want to go for a higher, more specification, you also can look up now. 40 correction purpose. We will multiplies points. It was extend to the 1.98 factor What we will do. Let me show you again. The warning regarding Duthie beds gone? Yeah, 1.9 83 Know this factor will be multiplied over here in order to get the exact solution So the real might like coins. It'll 60 doing by 19 right Salutes wolf Attack Wine Sydell 16 Motor Global 1.9 e three. So it will come as in 0.317 said this was off. The factor will be correctly 0.317 and changing factor. Now it will provide me the simply warning that you have made a change to the structure and as a result, off this most since this is a big car. Okay, so we are changing this. What will be devalued? We have added there were 3.317 I'm changing the factor. Koin 0317 All right, now we will run the file again about effective in B change. Do the equal ratio of unity. I haven't seen the output. Now that warning is gone. Right? You can see over here. The official from the response spectrum is less than division, Baby. That means the to measure of one is 11 so that our total must really using This is Nicole efficient and the other one is Do think the response spectra is now converted as but the exact factor. What? Here? You can see there. So this is how the response spectrum calculation will be done based on the mass value specifications through the stab proof. Now, another thing, if you want to go for a higher Most like he warned the deserts up through the 90%. It's by the quarter. Provision off at least 90% of the total suspect must as 47.8 point four points to close. We can increase them specifications. All Saudi guarding duty more than specification. Now, the to increase the moon, we have another's command. That is the command miscellaneous. And what he had to be have cut off more shape. Here, you can see starving, calculated a full six. But if I want to increase up to 10 I can go portend, and it will add it as a command again. Now I will run the file. Okay, then go for the post. Processing more. Okay, it's a stateroom has occurred. Some added, the file will close and we will run these again. No, it's sure will run the file again. You know what? Here. You can check that it has done for the 10 different moves. You can go with 10 different modes here. I'm changing the scale right now. When he made you properly okay, you can see 10 different moves. What a structure. And as we have increased the specifications off, the more calculation that total says make great will also leads to the 90%. Okay, let's see that. Well, what he had you can see it has rich after the seven more, up to 90% from the seventh floor. The proclamation is restudy 90 people's Okay, So this is the basic mortality. Realizing the Scarborough, I hope you can understand it properly. And you realize this. So you need to understand. First of all, regarding the did I naming off the structure, then you will probably be able to understand the concept of response spectrum and how it will look for a particular structure. Thank you. 27. Time History Analysis: Hello Everyone, Welcome to start proper materials in the previous session off the dynamic analysis, we have learned how to analyze the structure using the response spectrum analysis into this session we will going to learn about did time mystery analysis The time history response off a structure is simply the response motion are forced off the structure evaluated as a function off, including the internal effects. The time mystery analysts in the is the advanced level off of usual analysis allows for main loading types Tofel form. Such analysts are represented. You are quick time History is required for the structure to being evaluated in this method . Mathematical model off the building is subjected to acceleration from our quick records that re presents the expected or quick at the base off the structure now, in this particular vehicle considered the pooch at quick data What? That particular section I have selected the pooch quick representation filed in the terms off text file. I'll show you here. Here you can see the I'm value and these are the acceleration values starting from the zero second up duty 1 2133 seconds. So this data required to analyse e structure. 40 Putin pick part Now, in order to analyze the structure, you need to keep in mind that this text file this is the external X files used for the analysis. While stared will require the input daytime forms off time bosses as little aeration. So that's why you need to keep this file within the same fall. They're healthy. I'm history State fight. Otherwise, the analysis will not meet. Perform so thes you must do. They must keep in mind that while you were performing a time history analysis your and was this a celebration data should be in the same format or in the same structure. Fight? No keeping in mind in the previous session Whatever the building, we have considered the similar building. Also we are considering over here for the time history analysis It is a simply absence. A structure you can see over here. These are the dimensions for the structure in the loading part We have considered the that lower sulfate Vaulx Lord and the floor Lord part Also we deliver no in the time history analysts part First of all, we need to define the time history definition what That particular section will go in the Lord and definition. Then we will go for the definition part. And here we need to define the time History definitions. Okay, So first of all, as we have learned in the earlier sessions over, First Part will be first of all, we need to define the loading in terms off her time history. So I have developed 1/3 case in which we have considered all the dead lords and live loss in terms off the X Y and set direction for application off the loading. So over here I have considered self aid one lord dead lore and in dive, lower value or that is your floor lower value in all direction off X, y and Z. So this segment off the analysis we have learnt similarly in the response spectrum analysis also so we will not discuss this one as we have learned this segment in the response spectrum analysis or what? Hear what I have made a change to the structure is I have created 1/3 Lord case with this same lording for the X Why, and said direction the same lording for DeVol in X y and said that is your global X global by end Global said all you need to do is you need to define a time history over here. So first of all, we will go in the Lord and definition. Then we will go for the I'm history definition. If I click on time, Mr Definition will click on the ad. So over here a window will pop up in this particular section. You can see the type off loading. Now, as you can see, the time assertive window will appear. We will provide a type value and it is nothing but they title orb name off other definition and it should be a new medical value. So over here it is one we will consider the loading type in terms off deceleration part. Over here we have three options in terms off defined time forces acceleration. Then we have a harmonic function, and then we have from the external fight. So for this particular segment, reveal utilized those X files which I showed you earlier. That is already time bosses as elevation data Over here you can see this data. We will use the lights for the analysis purpose. You can see the difference between two segment is 20.5 seconds. So this will be your time. Step to analyze. So what I will do to reading this file, we will simply copy this name and we will put in the definition part over here in DMSO dot txt so that staff can proceed to fight. So I have added time Moses definition part and it will consider the day down from this text file So we will and part then after we have to go for did define Barham intersection in defined pattern meter section We have time, step We can choose this differently. Otherwise you can put the value off deep points the below 05 seconds as vo in our data, you can see the basic time step different at this point about 05 so you can choose this Also, findable 05 is over. I'm step value. We will understand distant one by one. First of all, a full time history will give the response infrastructure overtime during and after the application off. Analysis off a structure are playing the data over in agreement time step as a function off acceleration force moment or displacement After playing this as a dessert we will get it provides the response off a structure where time, during and after the application off Lord, Now we will understand the dumb one by one. So first of all the time step is the time increments used for the analysis. As you can see, over here, we have considered the time step as a point ability to fight the Fort Lee. We have a damping value off point herbal 0.0.5 Well, what he had the arrival time is given now What is that? Every time it can be positive or negative and it is the time at which the Lord assignments begin. But stag considered it from 30 by de for, for example, an arrival time or minus two second will neglect the first to second off the input function . It comes in to use when you know the actual dying, when loading starts like in machine loading or in the mechanical OD. So they will start and provide the arrival time as starting with 12 and three. Now we will add the definition Over here we have the another term that is, the sea damped and them so let us understand. What is this? Now? Damping is used for specifying single model damping ratio, which will apply to all moves. The default value is 0.0 boy. That's why we have considered the 0.0 fight now in see them. If a damping issue is already being specified under the constant based on the type of material in a structure that value may be used directly in the analysis in the M them if we wish to utilize the individual damping ratios for individual modes, that is a Jew through the MGM sector. All right, so these are the basic terms, Which are you realizing over It's time history definition part. We have considered the damping, and people consider the arrival time as a 12 and three. So the time history basic definition is considered over here. Now, one of the parties, first of all, we need to apply the cut off more chips, so we will provide the more chips in the Macena lace part. Over here we will go through the commands miscellaneous, and we will apply dick atop more chips. The Fort Lee stat will calculate up to six more ship, But over here we will consider Dick Quantify more ships to analyze the structure. Now, after applying the time history definition, we will go for the time history load cases. So after a playing this load values in terms off X Y and Z direction, you need to define the time mystery part. So I'll click on the Time mystery load case and click on the ad. We will go for the time mystery part Now here level selected ground motion arrival time we have considered as a 112 and 33 smile. Consider 11 We have type defined in terms of acceleration, and over here, the force amplitude factor is nothing. But the scale factor will apply in terms of when point fights. Then we will click on add to a definition. So what? Here you can see TV. How like the definition now what is basically a skilled back toe? Now, when Lord types is set to accelerate, the scale factor should be specified to produce the acceleration desired in the current units when multiplied with the function. If the function is in current units, skill factors should be set to what all right. So, for example, if the time History later is in centimeter per second square and current duty is foot per second square. Then a scale factor off one feet wide by 30.4. That means points little 32 It should be apply in terms of the scale factor. So this is also another dumb bitches you realize in the time mystery analysts in DMSO if you wish toe skill the factor. So now we will apply and analyze the structure according to the time history motion part Instead will run the file accordingly. Silver will go for the analysis part, it will go on to command, analysis, perform analysis. Then we will go for the bring data results, analysis and drink. Okay, so we will provide the perform analysis results both spring. If I am commence, then we will bring the analysis results and act Not great. Now we will run to fight now stat is analyzing the structure. We have two warnings. No, it is a simply a warning. Because I have applied to times they don't alas, this factor and one warning is related to the floor loadings. I will click on the result part. As you can see, Stand has calculated for the 25 more chips along with its frequency and petered. We have mortal participation factors for the 25 more ships over here. Then we have joined this placement results over here What each segment enjoy again solution is also given in terms of frequency and the end of assistances. It has printed two times because we have provide two times the command with similar to segment you can see now we're here. You can see the more was this damping ratio is also given not the time step used in the NL time. History analysts This point double 05 seconds, as we have provided in terms. Oh, I'm step number of Moore's, whose contribution is 25 the time duration of time history analysts is 1 36.52 seconds. Now it is considered based on or X files which were utilizing aquatic perform Analysis. Let's go for the post processing born Alright, right now you can see we have three load cases. So for three particular load cases, you can have the analysis value Now what we will do, we will provide a load combination value what the Lord cases would hear what I'm doing. I will create Lord combinations for the time History and Alyssa Spark in terms off that load. Blessed life Lord plus time history. It is simply provide you a warning that if you are playing a change to the structure, the post processing results will no longer available. Click on add. Now the another case will be, as we have selected for the particular direction, right? No Pierre, putting a minor scale factor for the opposite direction. So we have to load combination for two different directions and revealed around the file again. If you want, you can chick and pretty mouldy when common, you can see over here I have very similar common at the two times. So that's what he's assembly warning. Make a change. We'll run the file again now for two different load combination for the different direction it will consider. We will go for the post processing more and we will check for the combination part only click on the play. All right, so in the dynamics now you will get the time. Was this acceleration Desserts? No. Here's dad will provide you a warning that Did you know that you can view the average off the time Mr Values for an entire fruit. If you wish to do this, you have to go to find the floor using a note group. So what we will do it will create a group name as and floor to calculate the average time, Mr Part and we will select one floor value. We'll go in the elevation part and well selected tough floor notes associate. So it will create a group over here and it will provide you the A celebration parts in terms off X. Why ends it directions. So over here you will get the data for the particular segment in terms off time. Was this acceleration? As you can see, it has considered from 0 to 1 36 2nd base on over input data file off, pooch agree. And the time mystery acceleration grab is available for all three directions. You can also have the Time forces velocity Over here you can see the maximum velocity time . It was his velocity values. What a different segment. Then we have displacements also. All right, now, to understand this probability done on D day ago also stabbed will provide the displacement factor in terms off, you're still more Do you can see over here a different scale specification is given. So if you want a displacement at a particular segment part you can healthy values according to the that. Now for applying, these values will check out once the more ships against the stair has calculated for different 25 more ships, you can see for each more shit value now possible people. It's just the scale to understand. This is now I'm going in the displacement part and we will skill the displacement. You can see I am pressing control plus cruel toe. Understand the displacement part. Never been going to dynamic Bark will go. What time was this displacement part? Yeah, all right. Here you can see a particular segment after turning on the displacement diagram Would here you had click on, apply immediately, then you can have the displacement club. Uh,