Discussion
IS 13920 requires that at a beam-column joint the sum of the column moment capacities be at least
Answer: B
The margin of forty per cent covers the overstrength the beams may actually develop through strain hardening and material variability. It is the numerical expression of the strong-column weak-beam principle and applies about each principal axis in turn.
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