Q.

The bracing between two columns of a steel tank will be designed to resist

A. horizontal shear due to wind or earthquake only
B. horizontal, shear due to wind or earthquake + 2.5% of column loads
C. column loads + 2.5% of horizontal shear due to wind or earthquake
D. column loads + full horizontal shear due to wind or earthquake
Answer» B. horizontal, shear due to wind or earthquake + 2.5% of column loads
1.6k
0
Do you find this helpful?
12

Discussion

No comments yet