Steel Design Project 6 How to Design T Canopy PEB in Staad Pro
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- เผยแพร่เมื่อ 30 ก.ย. 2024
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A canopy is an open structure. Wind loads should be applied as an open structure.
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.
how to calculate wind calculation
Sir please explain how to calculated wind load for this structure
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?
Sir how do you decide the value 1.6, 1.9 and 3.3 of wind loaf
Base on wind load calculation.
sir, how about a propped cantilever canopy of 20 feet by 20 feet height feet
Which supports indian code.
Permissible deflection for this model ?
Deflection check not done??
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
For internal frames wind load on remaining direction not required.
in case of end frames you need to take wind loads for all direction.
Very Good Sir