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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 orearthquake |
Answer» B. Horizontal, shear due to wind or earthquake + 2.5% of column loads |
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