Truss Roof Warehouse Design with Hot Rolled Section in Staad Pro V8i

[Music] hello friends welcome to my next video title of trash super house design with hot reception Instituto fashion v8i and in this video to tell i'm going to show you a three-dimensional analyze and design of this project you can see here in the drawing and I have a dresser which is my main trust this is my double trust so I have mentor say yeah and the two and double trust and total building length is almost 42 meter and the width of the building is 23 meter approximately so I'm going to show you using istituto how you can do a completely structural design and analysis of this using hot rod sections I have this column which is the W section and I have this is just using angle so what's my video and hope you will learn how to do a complete design of this type of structure to start this video tutorial open structure program the new project next yes finish close this window from the start side write as 0 in this first cell and now you can see a node has been drawn here take this note cursor from this left side list click this one press ctrl then C from your keyboard then ctrl V from your keyboard and now I have a a span of this truss is 22 point 5 meter and go to along X Direction this is 20 to find 5 meter then click OK now you can see another node has been drawn now you know two node in the panel and now take this a dream car so select this node fit here and also click on this node press ESC from your keyboard to exit from the command now you can see if you double click on this beam now you can see the length is two twenty two point five meter now select this one create this - insert node add midpoints ok delete this right side okay now copy this one I had a height of two tokens per meter then similarly you can use control-c control-v or you can use this transitional lipid command from here then why 4.5 click at this linkage step check this one then okay delete this one and this one damn it okay now see here I have a trust total height is 4 meter so select based on again control C control V along Y 4 meter okay now take this blinker sauce draw this top member delete this one and now also join this two point okay now I have a total 1 2 3 4 5 segments of this half course select this one then insert node this is for a 10 point 1 2 3 4 5 ok now take this node cursor again select all this intermediate node then click here transition a lipid Y Sigma 2 5 meter just a little bit higher than this top point then link a step ok now you can slip all this or select this one and this vertical new member go to their geometry then intersects elected members intersect ok ok select this upper portion of the additional post and press Delete yes now draw the rest of the diagonal part of the trust till this point this point click this node this node is no business so half portion of the trust has been drawn select all this part except this particle member and go to have this icon generate mirror now click on this icon here and I have to mirror this along this point and I'm going along why that plan so we see the by default checked here click there ok now you can see we have drawn our first main trust level now go to here from this website list in general then support create then pin support have pin type of support take this shortcut select this node and this node and aside to selected nodes as sign yes okay now check your drawing I have to tell one two three four five six seven select everything go to here this transitional lipid command I have to go along Jade the bass fishing is six and the ISTEP should be seven then okay now check one two three four five six seven okay and now if I go to here this display holy structure now you can see all the class has been drawn part in case of the gable portion this way I have this grid line one and eight i have intermitted column like this Seifer go to save this model click here save as save at your convenience place in your computer ok after saving now take this node cursor and select I have this node this node this node this node and also for here this one this one one after another this one this should go all the way bottom and will be connected with the column now future conditional lipid this is along Y this is minus 4.5 linkage steps ok and now select the bottom of this column click click click and click now select this upper to assign to selected node as sign yes okay now from here this beuliss go to have this view from jet and now just click this way drag your mouse this earth to select this node and drag your mouse holding down the control key drag your mouse this drag your mouse this will just let all the not on these corners and then go to the geometry then connect beam along I have Jade axis yes now you can see we have already completed our just 3d model of our trusty powerhouse using line diagram if you see here the standard view there will be nothing except a line so you can see we have already drawn or 3d member now we have to define our member as I said I am going to use all hot rod section here for this my this project in what we have general then geometry again general and now from here this right side wind the property click here section database and I want to use W section for my column so under American W shape from his like say W 14 into 43 for my main column okay and some 10 by setting in 234 my example column yeah and I have also tracks member I have to define angle for my trust member so I'm going here this angle and here I have to define various angle once say 80 80 80 mm then add this is my top and bottom and I want for say 60 67 mm form of article and diagonals and I'm just defining these two in case of any necessity we will define more here then and now from here click this one go to have this be from dead and select all this column this way right-click new few okay and from here go to top view and select this column I have all this column same size I'm also counting this corner column as the main column but we have this 3d view another can check to make sure you have assigned to selected beams check then assign yes the next one is for my double columns left all these gable columns and sign yes okay click at this be from Jade and before the clicker display whole structure now click here view from jet okay now I have this for my top and bottom Gordon this for my diagonal and vertical so slick this third one select all this member by clicking one by one here and also this one so on hold down the control key to select variable member go to this isometric view to check if everything is been selected yes all the top and bottom code has been selected now assign okay I can go to here this V from the select this fourth member split all the other vertical and diagonal members you can also assign a variable member for diagonal vertical I'm just assigning it to a similar side right now to just show you the procedure you can change your size as per your requirement and anyway assign yes okay we have also this member here available you can see this member which is my stock member so I have to define a size for my sister instead member created this section database I want to use a something pipe for that so just a very small size of pipe then add close now click has slipped then beam parallel to shed now selected and now I send this pipe so so far we have completed our 3d model except the blessing and I have also blessing here at each alternate bed take care this command from a beam job passing and this way then the next bear and also here and also having this may say my good Rhea and now go to her general and section database I have to define four and I want to use angle type dressing so from here select a size 60 65 mm add close and now whatever slipped by specification by missing attribute missing properties and now as I assume it so we have completed our 3d modeling and here all the connection for Easter program is by different moment at connection so we have to define all the truss member as a truss member here otherwise it will be treated as moment for moment type of connection to define all the truss member as the truss clicker this expects from this left side list then create a beam truss and select this truss go to this beam view from Jade and select all this truss member then check from here you have also selected this okay now assign yes and the next I have this basic and I have this bracing also will take only tension and compression so I will also define them as the trans members like them and assign yes okay and the next thing is all this member has no moment at this connection end and here if you see here I have this is hints type of connection for between the stress and this post and this toss on this post and for this member I don't have any moment also for this member all the system member I don't have any moment so I have to double click on any member then click this icon change religious at I start and check this partial moment released check MP jet and this is 0.99 so 99% moment will be released add the next clip on this next one change is released at end same way check this one partial moment release check mpj this is $4.99 add close okay so when you are under expect so from here select by specifications property names here I have this fight for all this then press control V select this one and select this start assign this end assign so all my this Eastern member has been moment release right now and for my column I have to go here this becomes it and for my all column have no moment capacity here in this point so if I go here in 3d and double-click on any column then add click here change release at end here partial moment release then empty this miss upon 95 so 95 percent moment will be released there then add close now you can see a green circle here at the top of the column so we have to do this for all the column and trust connection will not take any moment so go to her this we founded now select all this column this way go to her isometric view deselect all bracing tile and now while in empty point nine five is selected lesson two selected beams pitcher and sign yes okay and after your SN all the member then you have to check for your column orientation go to have this symbol on level a structure full sections apply okay now you can see I have this column orientated this direction and this column is also the simulation but if I check my drawing I am the gable column is oriented in the other direction so this one this one so this four column should be changed the orientation to change the orientation you have to go to here this general then click here this beta angle create bit angle this should be 90 okay slick this one and select all these columns you want to rotate that direction now select this one this one this one this one this one and click here assign yes now again go to this symbol full sections apply okay now if you check you can see in this column has been noted so to rotate any column orientation you have to use the beta angle from here so my 3d model creation is almost done now we have to go for the load assigning and fast I press and gravitational load which is dead and live load from here this left side list click here load definition then take the second or load case let us add here fast right DL and next one is ll and I have also win lured from left to right and from right to left so I will do W L to R so left right and also W R to tell right to left and now close here select this DL ad first at this salford - one factor and close select this one clitoris and 2p you have sign yes so all the sacred is now counted and if I check my load calculation hand I had the wind load calculation as per my local coordinate up to calculator wind load for this type of a structure as per your code requirement and for my roof dead load I have point to clean it to five kilo Newton per meter square and for the flag load I have one six two five kilo Newton per meter square and to plug load is as per my code and the dead load is for Pauline and sitting word if you have tiles then you may have this is greater than 0.25 kilo Newton per meter square and if you have any other Mattel then you have the other type of load and I have my base missing is 6 meter and I have multiplied this 0.25 to 6m and I have this 1.5 kilo Newton per meter on my middle of middle trusses and the lab load is three point seven five which is multiplied by 6 and 0.625 and this is three point seven five pieces for my interior process and half load for my exterior trusses so I will apply this load now on my process select this point DL add member Lord I have dated one point two minus one point two this is gy close LL and member load this is minus three point seven five then g1 and and I have also a half of this load so I have h75 for my NB then add closed slip this dead rolling in and member load I forget to assign this is minus 1/2 of one point eight point six had closed okay now just you select all this top member right click nephew okay here and see this key for my table you and first like this this look this is dead load one point to select all this process here the sn2 selected beams assign yes and also sleep this lie block 3.75 assign yes select this one point six dead load so select this trust and distrust only this is from my end okay this one aside ok now go to have this isometric view and now you can check hello it has been a sign here okay so my dead load and live load ascending and done now I have to assign this win lot and I have my win load here as for my because this calculation and this image you can see here I have here six point sixty Newton per meter here 3.12 interferometer here three point seven and here is two point nine so I have to go there click on wl2 are add and first I have load for my this column which is my window and wall click remember load this is GX and the load is six point six one and next I have for my vistas member which is my windward roof and this is three point zero nine it should be negative with downward and this is also should be and this is local Y and next up for the leeward roof this is also minus 2.9 and local Y and next I have for the leeward wall which is g1 and the value is two point nine this is out of the building then add and all this load should be divided by two for my end B so for this column I have the same load but half okay to do I am defining that again from a member sports first is 3 points 3 gy add next local boy business - 1.5 almost and next is 1 point 4 5 and and the last one is 1 point 4 5 and this is G X then add close ok now if I want to add load click your left or a couple of time and when your D cell just let all this middle trusses frame this way this is a check for my so to do of the right click new view ok now go to here see from dead okay now now select this first one I have this load for my list all this column select here so all the columns along this line will be selected now I sent two selected beings assign ok second one I for this side sign okay third one I have for this side open photon for my this column okay so if we go here you can see the load has been a sent for all this intermediate frame now go to your display holy structure top you select this way this one and also this one right click nephew okay go to here she from dead then this load will be format this column assign black stone will be format this roof sign then next one is for my distro sign like this one and this is part of this column okay so now you can see the Lord for Direction form later right has been assigned and I had to assign this same load from this opposite direction we seen before right tulips toes like this WR to and add and from here member Lord slept mine right here minus six point six one which is G mu X and then I have minus three point zero nine which is local Y and minus 2.9 this is also local now I add then I have opposite which is two minus two point nine which will be G X hat and now I have two different for the half-blood so I have half load minus three point three G X and then minus one point five local Y and minus one from Co five local Y and and then this below is the last one is minus one point four five ad and this should be if GX then add plus okay that similar go to your desktop you select all this intermediate process Prem right click new okay whatever you from jail now select this load I have this load fast for this column then assigned to selected beams assign yes then next one is for my this roof assigned next is fun like this to assign the photon is from all these columns aside now if you check from here now you can see the load has been I think now we saw slipped up you click this frame and this frame right click new view ok go to 3d goofy from Jade slipped this one this is format this column then I sent to selected being assigned yes this one from like this roof assign this one is true sign this one from like this so we have a standard for all the trucks and column except this this double column so I have also load for this double block if I go here I have double clamp load is 2.97 and as you see there is a two combination so you have to I am trying this fast combination I have to also try after finalizing the size this next one so the maximum one will be accepted so you have to try using the these two combination of load I am just giving you a procedure and trying with this one combination so here I have a load for 2.97 then I have to go here find here select this WL 2 R and and I have the load along Direction J so I have to define for member load then GJ fast 2.79 one positive and another one will be two point seven and negative because for same for that WR TL the member Lord this is G dead - two point seven nine and and positive two concern and AD close and also have a plot for my n nth column so I have to do confirm remember she did so happy is 1.39 so minus one point three nine digit and then one point in and positive ad close here for this one too and him before 1.39 first one is minus next one is plus and close okay now select this one double to are click this load so this load will be four we see is positive the load will be outward of the building so select this one this one this one this one I said to selected be my son okay now consider load is coming out like output select this one and this should be for these columns okay they're going out on the same thing for here this I have to do for this end column select this load this is for this one and this one assign same way I have to us and this load fast this one select this column disk along this column assign to selected games as I mean yes Linda so I made a mistake select this minus two point seven nine which will be for these columns assigned to selected beams assigned yes then this minus one country nine for this two column a sign okay select this positive on for these four columns as sign then this one like this assign yes after you have assigned all the lower case then you have to go for the load combination click your load case details add different combination first I have DL plus ll and select this live load and dead load pressing control then click this right arrow next I have dl+ the tableau l2r everything should be one because I'm going to design this as yes yes decode if you have Ella repet then you have to define as per your already requirement and also as per your code requirement this combination might be different so this one and this one this right arrow add again dl + WR 2 l this one this one here add close and afters of assign all the Lord on your restructure button you have to go for analysis to do analysis first go to this common tab then analysis then for analysis okay go to have this analyze tab then run analysis save it will take some time depending on the structure in them and you can see I have a error here if I go to her down the output file I have a error so you can check if you have any type of error no wind intensity is specified Miller type 1 so if you go here have this will let the one I have to delete by mistake I defined this one delete and now go to here analyze run analysis save it will take some time depending on your wrist exercise and what the post-processing down ok and when your analysis is done then go to here this icon is to Delta from here fine analysis inter and below this analysis right load list and I have load Lacey's my combination 5 to 7 so you have to define here this load list otherwise the combination might be ignored while designing this total structure so to confirm that it is considering all the combination you will define here load list five to seven if you have more load test then you have to define her which only for load combination then I have five to seven that Sam defining load least five to seven zip closed and now after you have completed your analysis now you can take your sharpest bending moment or some other parameter which is axial force or tension or compression for my truss member but I'm not going to check right now I am going for the design now so click at this step design at the left side and from here select your desired code I have my a a ICSD you might have any other code then different parameter from your define the ill distance F or LD I have three four to five thousand then add you might have any other grid I have this grid then go to her E and T I have this is unsupported length is point one meter because my column is spacing is one meter at the top of the process so I will define dance after length for this talk chord of my process is one meter then add clothes now go to bottom here select this one click here assigned to view then assign yes select this one even T and go to that this V from jet select all this top part of all the trusses and now I Center selected beams as science yes ok now go to have this command tab here then click at this check icon add also you can see a takeoff of our your whole structure or your partial structure just select this takeoff add clothes now go below click the set code and as I just assigned to view from here as sign yes and this one also assigned to fuse you still take up a sign yes ok after you have assigned the design parameter then again go to here analyze step around analysis save then click go to post processing mode down hold down the control key and rotor to your mouse wheel - just showing the deflection in just click here here this symbol deflection okay and now click at this beam icon and then check unity and I'm from here you can check the available value but we have this table view select any middle trust right click new view just to check it clearly and now you can see here is the unity which is the value less than one so you have to confirm all the values less than one but not too much less than one just absolutely one and I have this value is point two one six which is a little bit lower than one and also all the value is lower than one so I can reduce the size of this column and also for this task member too so go to here modeling then general from a changes to some other size so I have 1443 double click on this form here check it concerns so W 14:26 click a chance years close and here I have this is 88 TL 80 88 I'm going to change this to say 60 60 say 60 68 then click a chance close and I have this one in six to sixty seven double click on this I want to change this to say fifty fifty six chains plus now again go to your analyze wrong analysis save go to post-processing moved on okay get her beam unit check now you can see this is point seven eight this is point seven and so almost 1 so this way you can optimize your size so this size should be in southwest so that the unity is almost wrong so I hope you can change this value more and you can optimize your model issue and if you want to check that other parameter from here say if I want to check for this double click on this column from a clicker is still design and you can check here the load combination governing for this column design is seven and some other value here I'm going to here share bending you can check her bending moment here by selecting this one bending and also change her various combination and also share for changing various combination from here and click that deflection you can also check deflection from here okay same way if you double click on any trust member then still design you can see her this is load combination five the governing combination and and here is the effects which is the force and which is T so the design value for this one I mean the tension on compression is 120 who is cloning term and this is tension this member is governed producing tension and double click on this one then you still design you can see this one 1 0 8 kilo Newton and this one has compressions from here you can check the value and you can also pick this value and said this member manually so here and also going to here here from here this icon Excel course you can check tension or compression and going to her result then the V value beam result then axial and sanitized close you can also see well from here press control roll roll rotate your mouse wheel and now we can see the value 2 and by double-clicking on any member you can also see well from here and ok now that another thing is if you want to check the deflection you can do hold down the control key and rotate your mouse wheel now you can see first click here this icon which is deflection then results view value beam results displacement check this one maximum result and a noted close from here you can see the deflection available so if you go to hear these DL and LLL so I have maximum deflection is fourteen point three so as per my code L so I have to check this if this is okay or not so you may have different code and you have to check this and going to hear this say ll you can also check the latent deflection from here or go to your select beam parallel to Y right or only select this column right click new view okay and I will consider the result view value beam raised our displacement maximum result and annotate close now you can check going to here various combination so this is the way of checking various forces from here and if you want to check moment click here this icon then click here bending moment now going to hear a result V value beam result then moment check these three annotate close now you can see the value and change from here various combination and it can change see the value here available okay now there is another important thing you have to know the reaction of is supports go to here click this icon display holy structure and this be from jet take this note cards or slept all the node of the support right-click new view ok go to here this isometric view hold down the shift key then press K then s then n ok now you can see the node number this plane here for East node take a picture right now here take a picture ok then go to her file report setup from here the job information you can show here or you can just move here too not if you don't want to show with your reactions then from here pictures select this picture and move it to this right side box then go to there again this icon output find your reaction reaction move it to here this right side box and now go to load cases from here select the dead load live load we in Lord left or I try to lift and move this to left side box and I want to check my reaction for this combination only now okay I can go to her file then print preview report now you can check your reaction here for all the notes click a pin then this should be at the PDF see you might have you must be a drop right out installed or any other program to make this PDF then filter properties select a say any page size and therefore already written okay okay then it will ask for save save with name now you can see this is your reaction output and you can check the reaction available from here okay now close this one so this is the posted or and I have tried to show you all the procedure of doing this completely structure design and this day he still warehouse with trucks roof so I hope you have understand this posted on I have only showed you this middle the process and you have to also check these entrances and column also so thanks processing by this video and hope to see in any next video [Music] [Music]

Channel: structuralbd

Views: 83,517

Keywords: truss design in staad pro, steel design in staad pro v8i, steel truss design, warehouse design in staad pro, truss warehouse design in staad pro, how to design truss in staad pro v8i, staad pro v8i english, how to design a truss, steel roof truss design, truss design modeling in staad pro

Id: jXquhmW3krU

Length: 42min 16sec (2536 seconds)

Published: Sat Jun 02 2018