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Q. |
Lacing bars in a steel column should be designed to resist |
A. | bending moment due to 2.5% of the column load |
B. | shear force due to 2.5% of the column load |
C. | 2.5% of the column load |
D. | both (a) and (b) |
Answer» B. shear force due to 2.5% of the column load |
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