1. RCC suggestion for up coming govt recruitment
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1. Difference between prestressed concrete and
reinforced concrete
2. Fundamental assumptions on which the RCC
based
3. Lower reduction factor value is used for columns
than for beams, why
4. Why strength reduction factor is 0.75 for shear &
0.9 for flexure?
5. Loss of prestress/ factors contributing to loss
6. Why ties are used
7. Why circular/ spiral column takes more load than
tied column
8. Diff between tied and spiral column
9. What is the function of pedestal
10. Normal consistency
11. Cube strength is greater than cylinder strength,
why
12.Diff between WSD & USD method, one way &
two way slab

2. 13. Advantage of flat slab
14. Width calculation of T-beam
15. Corner reinforcement
16. Design of beam,column, slab