Design of Steel Structure
The mechanism method of plastic analysis satisfies

mechanism and plastic moment conditions
equilibrium and plastic moment conditions
equilibrium condition only
equilibrium and mechanism conditions

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Design of Steel Structure
In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate

Fully through fastenings
50% by direct bearing and 50% through fastenings
75% by direct bearing and 25% through fastenings
Fully by direct bearing

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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
25% 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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