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Mr. Dubey • 53.60K Points
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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 or earthquake
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