Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area in both cases
net area and gross area
gross area and net area
gross area in both cases

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Design of Steel Structure
The sway bracing is designed to transfer

2Vi % of the top panel wind load to bottom bracing
10% of the top panel wind load to bottom bracing
50% of the top panel wind load to bottom bracing
25% of the top panel wind load to bottom bracing

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