Design of Steel Structure
The effective length of a fillet weld should not be less than

Weld size
Six times the weld size
Two times the weld size
Four times the weld size

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Design of Steel Structure
The sway bracing is designed to transfer

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

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