Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

75 t2/h
175 t2/h
125 t3/h2
125 t2/h

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Design of Steel Structure
The mechanism method and the statical method give

upper bound on the strength of structure
lower bound on the strength of structure
lower and upper bounds respectively on the strength of structure
upper and lower bounds respectively on the strength of structure

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

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