Discussion :: Design of Steel Structures
- 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 : Option B
Explanation :
Explanation Not Provided
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