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
1.7k
0
Do you find this helpful?
1

Discussion

No comments yet