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.Management Sciences
A.090
B.095
C.100
D.105
Related Mcqs:
- The effective height of free standing nonload bearing wall and column respectively will be_________________?
- A. 1.OH and 1.OH B. 1.5Handl.5H C. 2.0Handl.5H D. 2.0H and 2.0H where H is the height of wall or column between centers of supports....
- The use of relatively weak mortar_______________?
- Consider the following statements. 1. will accommodate movements due to loads and, cracking if any, and will be distributed as thin hair cracks which are less noticeable or harmful. 2. will result in reduction of stresses due to differential expansion of masonry units. select the correct statements. A. 1 alone is correct B. 2 alone … The use of relatively weak mortar_______________?Read More...
- The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of_________________?
- A. 1.2 B. 1.4 C. 1.6 D. 2.0...
- For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than_________________?
- A. Vt x height of shorter opening B. Vt x height of longer opening C. Ax height of shorter opening D. Vi x height of longer opening...
- If the ratio of center to center spacing of intersecting walls to actual thickness of intersecting wall is more than 20, then the stiffening coefficient for wall proper will be_________________?
- A. 0 B. between 0 and 1 C. 1 D. greater than 1...
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