Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Less than the load factor in determinate structures
Equal to load factor in determinate structures
More than the load factor in determinate structures
Unpredictable

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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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