Truss Roof Warehouse Design with Hot Rolled Section in Staad Pro V8i
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- เผยแพร่เมื่อ 1 มิ.ย. 2018
- Staad pro Tutorial of Truss Roof Warehouse Design with Hot Rolled Section. Warehouse required large span for material storage and truss are used when the span is large. Truss roof post can be build up I Section or any other hot rolled section. In this video tutorial I have shown how to do complete structural design of a truss roof warehouse using hot rolled section. This video has all the necessary steps from start to finish. Define material section, draw column, truss and bracing. Then how to define dead and live load and assign them on the structure. Then assign lateral load(Wind) and assign them on the structure as per the local code. After assigning all the load now define load combination as per local code. I have only three combinations, you may have more as per your local code. Then analysis the model and input the design parameter then complete analysis and design and optimize the size of column and truss member and bracing.
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Thank you sir, for your dedication to share your knowledge. It's really helpful for upcoming designers.
Thank you sir. Appreciate your effort.☺️
Thank you sir,Very Big help for me. Godbless
Good video with nice explanation.
Sir can u please make a video on wind load calculation...concept and that excel file..
Please
Nice explanation of interface& concepts.. requested to you, kindly upload the analysis and design for steel staircase.
Sir, which UBC code did you use for Wind load calculation?
Can you explain why you didn’t apply the distributed dead load and live load on the purlins?
Sir, this is very good video explaining many things regarding design of steel structures.
Hi , I must say you are doing a great job sir. Can you please give the link to the dwg file used for this tutorial? Thanks
Thank you sir.
Very very helpful 💜
thank u sir
For wind Load Local Y must be positive sign. then Wind be out ward from structure. Please follow it. Also thanks the video crater Engineer.
In the post analysis mode there are so many instabilities. Those instabilities should be removed before proceeding into member design.
Hi, please I need a video on how to run detailing both for steel and concrete. And also how to check if design parameters has passed or fail. Thanks for the video I really love it
thank you sir
I have tried for a structure. But it shows 1 error always " it seems there is no load cases" will you please help to short out the problem
Sir can u please make a video on wind load calculation...concept and that excel file..
Please🙏
helpful thanks
Hii sr my question to you is is the column hinged at bottom..?
And also my question to you is if we have rigid or hinged joint at truss end then there will be large horizontal force on column which will induce large moment if bottom end not hinged
very good video,sir can u add more lectures for steel structure with connections as well
I am going to add more video on multistoried steel structure. For connection may be delay
sir,Staad pro in define >Tapered1>use(like w500x450x10).sir use IS CODE book use.please make video sir.i hope .reply sir yes or no.
Good
Dear Sir,
Can you explain how local bending will be taken care when top cord is assigned as axial or truss member.
Local bending of member will be due to ITS SELF WEIGHT ONLY i.e negligble .. See this th-cam.com/video/7Gf-Qovq9_k/w-d-xo.html
Why purlins are not put? And also wind load should be producing uplift on truss
You didn't specify the loading type in DL, ,LL, WRTOL, WLTR. I think that is the reason there is 32 warnings
Nice
Is that wind load direction even correct? you should show your wind load calculation.
if the top chord and bottom chord of the truss frame is a continuous beam, would you need to assign Ly as the span between the ridge and the column ? because if you do, the allowable compressive strength on the chords would be so small that your model would be fail.
and should the top and bottom chord be assigned as truss in the beginning anyway ?
Lateral buckling co-efficient Ly need not be assigned to top chord since the prulins and sheeting above it will take care of the buckling..but coming to bottom chord if no ceiling is present..i guess we need to provide longitudinal ties for every 5m atleast and provide ly as 5..even I guess the truss members only needs to be assigned to ties and not top and bottom chords..
Why did you not rectify the warnings? There are 32 warnings.
Nice explanation. expect wind load calculation.please provide wind load cslcultion.
Check description
Thanks sir.
sir i am getting error as truss/ cable/tension/compression member 331 in member release command how to resolve it sir?
Can AutoCAD file be imported to Stadd for truss modelling?
NO
You are not creating purlin and neglected sheeting on top it seems 😮
Can you please elaborate how you calculated loads which country code
Your video key takeaway is Geometry creation 😢
DEAR SIR , AS I KNOW THE TRUSS MEMBER CAN TAKE ONLY JOINT LOAD WHERE AS U HAVE APPLIED HERE MEMBER LOAD ...PLZ CLARIFY IT....THANKS.
We calculate joint load from distribute load when designing manually. But using software if we apply distributed load, software will calculate the joint load itself. No variation in result.
Sir how to calculate dead load and Live load
But you didn't conclude whether the members are pass or fail in output based on loadings. pls show the check code based on the standards
Please attach the excel file
Structure is fail in side sway. Please check the side sway i.e. horizontal deflection should not be more than H/200 or 100.
Sir kaun sa app hai
Please share excel sheet
Sir thora slow maih video banaiyeh beginner ko samghaney maih dikat hoga
can u share the wind load excel sheet
download link in the description
@@structuralbd sir pls share excell shit of wind load calculation- sonammapari@gmail.com
I want your Excle Sheet .... May I get sir ??????
download link in the description
I m steel designer and really worry about this video, specially when the beginners start with it and has no idea about stability of the structure. This structure is not stable in both directions regardless the results you got.
@Ghazi Al Obaidi ..sir could uh tell me the reason. How this structure is not stable
Yes. He did consider the panel length of bottom chord as effective length of truss bottom chord, which is going to be a huge disaster unless he provides tie runners at bottom chord
Pl. correct the procedure and guide the people, instead discouraging the young boy. No harm in sharing the knowledge.
plz give us free software
bhaiya hindi mai banaye please
Too speed in explanation
Why are most of these videos done by someoneWHO CAN’t speak English ?? The accent is so hard to understand for AMERICANS