Q
Lacing bars in a steel column should be designed to resist_________________?
-
A
A. Bending moment due to 2.5% of the column load
-
B
B. Shear force due to 2.5% of the column load
-
C
C. 2.5% of the column load
-
D
D. Both (a) and (b)
Correct Answer:
B. B. Shear force due to 2.5% of the column load
