MCQOPTIONS
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| 1. |
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» C. 2.5% of the column load | |