Wind Load on Warehouse Frame | Staad Pro

[@p.k.chaturvedi6758]

Very nicely explained sir. So much thanks. 🙏

[@aniketkale8103]

Great explanation , Thank you sir

[@md.rashedulislam6592]

Very much Thank you for ur kind cooperation...

[@cazzon]

Load case WL2 ka kya zaroorat hai...?

[@tarsemsingh4580]

Nicely explained thanks

[@SteelDesign1]

Glad it was helpful!

[@jigneshlad9449]

Nice explanations

[@sathishkumarm8799]

Sir , in calculation WL 5 and WL 6 are 90Deg to truss frame , but in staddpro you applied in 0 Deg (X direction) , It's correct ?

[@bahubalimantreshwar9742]

Nice explaination sir very very helpful
Sir can u pls share excel sheet

[@abdulaleem8235]

Sir what about application of load for wind columns

[@aniketkale8103]

Sir WL5 and WL6 fast forward me hain jo 90° along Z axis me hona chahiye , apne apply krte samay x axis me hi apply kiya hain ye samjme nahi aya ,

[@satheshkumarmurugesan3387]

VERY NICE EXPLANATION, PLEASE SHARE WIND LOAD CALCULATION EXCEL, ALREADY MAILED YOU.

[@dicksonjoseph8547]

what about wind load on purlins?

[@kishorepalo3581]

Will you please share this excel sheet 🙏

[@uvaraj6328]

Hi can you provide the link for downloading this excel?

[@samiuddin9568]

Sir,can you take connection design lecture

[@SteelDesign1]

yes, first lets complete the frame design then we will move on connection design dear.

[@365arpitvlog]

Sir provide me excel sheet for all case.. What to do i am student

[@kaliavinash]

Nice explain. Sir can u send staad file .

[@Sirajkhan-ji3ht]

Can you provide Excel sheet ?

[@furqansayyed813]

sir your link to join telegram channel is not working

[@SteelDesign1]

t.me/joinchat/Px9A8Bt0lrfhnwYAMC12tQ
try again dear

[@girishshinde6218]

Sir, Please share this Excel Sheet.

[@rishabhkumarmaurya8010]

Hi Sir Surjeet Maurya I want to talk you please

[@abdulkareemasemi4817]

I want the calculator.

[@suryasai5019]

Sir, pls provide excel sheet