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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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