Design of Steel Structure in ETABS: Truss Design for a Ware house: Wind & Earthquake Load, PART- 2

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[@soorajshine758]

Why wasnt the moments released as for truss we assume load transfer is only in axial dir... i.e tenzion or compression..

[@omgomase84]

What about the wind force application on column and four side wind application

[@nurulfathiyyah688]

Dear sir, how to input wind coefficient in Y direction for windward and leeward? is it using the same way? or for the wind load in Y direction we use this formula :
1. Windward for the right side of roof structure. 2. Then, leeward for the left side of roof structure?
please kindly reply my message, sir. I really need your explanation for wind load.. Thank you, sir.

[@design_skill]

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[@shaheershafat4599]

What about wind coefficient in Y Direction. ?

[@sachinbadgujar922]

Shed 30 x 60 ft which type of steel use ?

[@suhaibkhan7356]

Check column defflection

[@azmat_waseem]

very Informative... Thanks...