Discussion
In a one way slab the minimum reinforcement (Fe-250) recommended to be provided in each direction is :
Answer: C
The minimum reinforcement for Fe-250 is 0.15%.
IS 456:2000, clause 26.5.2.1, requires slab reinforcement in either direction of at least 0.15 percent of the gross cross-sectional area when mild steel (Fe 250) is used, reduced to 0.12 percent for high strength deformed bars.
0.12% is the near miss, the figure for HYSD bars. 0.08% and 0.04% are below any minimum in the code.
No comment is present. Be the first to comment.
Loading…
Post your comment
Please log in or register to post a comment.
Examination Categories
- SSC Exams
- Banking Exams
- Teaching Exams
- Civil Services Exams
- Railways Exams
- Engineering Recruitment Exams
- Defence Exams
- State Government Exams
- Police Exams
- Insurance Exams
- Nursing Exams
- Other Government Exams
- NRA CET
- PG Entrance Exams
- Campus Placement
- MBA Entrance Exams
- CUET and UG Entrance
- Judiciary Exams
- Regulatory Body Exams
- Software Development