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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
Related Mcqs:
- As compared to field rivets, the shop rivets are________________?
- A. stronger B. weaker C. equally strong D. any of the above...
- The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is________________?
- A. 150 B. 180 C. 250 D. 350...
- The relation between intensity of wind pressure p and velocity of wind V is taken as_______________?
- A. pa V B. paV2 C. p a (1/V) D. paV”2...
- The shape factor of an isosceles triangle for bending about the axis parallel to the base is________________?
- A. 1.5 B. 1.7 C. 2.0 D. 2.34...
- The overlap of batten plates with the main members in welded connections should be more than____________________?
- A. 3t B. 4t C. 6t D. 8t where t = thickness of the batten plate...
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