Design of Steel Structure
The statical method of plastic analysis satisfies

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

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Design of Steel Structure
The bracing between two columns of a steel tank will be designed to resist

column loads + full horizontal shear due to wind or earthquake
horizontal shear due to wind or earthquake only
column loads + 2.5% of horizontal shear due to wind or earthquake
horizontal, shear due to wind or earthquake + 2.5% of column loads

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