Q. The bracing between two columns of a steel tank will be designed to resist (Solved)

1. Horizontal shear due to wind or earthquake only

2. Horizontal, shear due to wind or earthquake + 2.5% of column loads

3. Column loads + 2.5% of horizontal shear due to wind or earthquake

4. Column loads + full horizontal shear due to wind orearthquake

  • b. Horizontal, shear due to wind or earthquake + 2.5% of column loads
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