| Q.41 | A steel built up column is subjected to an axial force of 3000 kN. The lacing system has to be designed for resisting a transverse shear of : | |
| Ans | A. 45 kN | |
| B. 75 kN | ||
| C. 30 kN | ||
| D. 150 kN |
Correct Ans Provided: B
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