Q.

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

A. Horizontal shear due to wind or earthquake only
B. Horizontal, shear due to wind or earthquake + 2.5% of column loads
C. Column loads + 2.5% of horizontal shear due to wind or earthquake
D. Column loads + full horizontal shear due to wind orearthquake
Answer» B. Horizontal, shear due to wind or earthquake + 2.5% of column loads
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