Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

None of these
horizontal stiffener at neutral axis
vertical intermediate stiffener
bearing stiffener

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Design of Steel Structure
The sway bracing is designed to transfer

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

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