Design of Steel Structure
Load factor is

always greater than factor of safety
always less than factor of safety
always equal to factor of safety
sometimes greater than factor of safety

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

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

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