Steel Design Project 6 How to Design T Canopy PEB in Staad Pro

[@win-pe7ud]

Thanks bro.

[@GaniSk]

You are most welcome

[@saurabhrkd]

A canopy is an open structure. Wind loads should be applied as an open structure.

[@salauddinansari5444]

Sir please explain how to calculated wind load for this structure

[@RaviSingh-nb7kw]

Hi i want to know why there is no wind load considered in windward & leeward directions ?? no pressure coefficients taken as per member sectional property

[@GaniSk]

For internal frames wind load on remaining direction not required.
in case of end frames you need to take wind loads for all direction.

[@sarvmeetkumarpandey6883]

Permissible deflection for this model ?

[@Civilcaddesign]

Sir how do you decide the value 1.6, 1.9 and 3.3 of wind loaf

[@GaniSk]

Base on wind load calculation.

[@shakeelabdul4432]

how to calculate wind calculation

[@mohammedalsharif5395]

You did not take Kz for both beans and column!
Other thing, live load should be applied to one of the beam (case 1) and case 2 all beams will have live loads !?
Please need your response?

[@sunildhal7011]

Which supports indian code.

[@poojahegaje3426]

sir, how about a propped cantilever canopy of 20 feet by 20 feet height feet

[@hcStructuralDesigns]

Deflection check not done??

[@ymv9741]

Very Good Sir

[@alexle7888]

thanks for your video, but it seems a game show, it is not value because you do not show which wind load standard you used.