Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the length of the bearing plates
None of these
providing suitable stiffeners
increasing the web thickness

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Design of Steel Structure
The sway bracing is designed to transfer

25% of the top panel wind load to bottom bracing
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

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