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.Management Sciences
A. 1.5 and 2.2
B. 2.2 and 1.5
C. 1.5 and 1.5
D. 2.2 and 2.2
Related Mcqs:
- Admixtures which cause early setting, and hardening of concrete are called_______________?
- A. workability admixtures B. accelerators C. retarders D. air entraining agents...
- For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be________________?
- A. 0.75-0.80 B. 0.80-0.85 C. 0.85 – 0.92 D. above 0.92...
- Critical section for shear in case of flat slabs is at a distance of_______________?
- A. effective depth of slab from periphery of column/drop panel B. d/2 from periphery of column/capital/ drop panel C. at the drop panel of slab D. at the periphery of column...
- If the depth of neutral axis for a singly reinforced rectangular section is represented by kd in working stress design, then the value of k for balanced section_______________?
- A. depends on as, only B. depends on aCbC only C. depends on both crst and acbc D. is independant of both ast and acbc where d is the effective depth, ast is per-missible stress in steel in tension and ocbc is permissible stress in concrete in bend¬ing compression...
- In a counterfort retaining wall, the main reinforcement is provided on the_______________?
- 1. bottom face in front counterfort 2. inclined face in front counterfort 3. bottom face in back counterfort 4. inclined face in back counterEort The correct answer is A. (1) and (ii), B. (2) and (3) C. (1) and (4) D. (3) and (4)...
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