Interested to Buy Any Domain ? << Click Here >> for more details...
In a beam tension is always at the bottom but sometimes when
we design using staad we get more number of rebars at the top
compression zone Why?
- 1 Answers
- 5853 Views
- I also Faced
- E-Mail Answers
Answer / vikash
It is because the bottom reinforcement rebars are not sufficient to withstand the tensile stress. It generally happens in the case of doubly reinforced section. Since the bottom reinforcement are not able to nullify the tensile strength so we provide the top reinforcement in compression zone to withstand the remaining tensile stress.
| Is This Answer Correct ? | 7 Yes | 0 No |
hi guys what happens if you are absent for a supplymentry exam?
what is Quality Reporting?
what is inspection?
What is OSHA compliance?
How many types of slabs are there & how to design it?
Define What are the reasons for geotechnical site investigations in Uganda?
Strength of brick?
what is workmanship.
detailed calculation of the amount of cement used?
How much cements bag (or in KG) required for 1 Sq. M concrete, for M-30 grad concrete as per CPWD and where is thr proof on site
how to calculate round stirrups.
4 Answers Infinity Engineering,
What are the benefits of rcc pipes over steel designed pipes?
-
Civil Engineering (5086) - Mechanical Engineering (4456)
- Electrical Engineering (16639)
- Electronics Communications (3918)
- Chemical Engineering (1095)
- Aeronautical Engineering (239)
- Bio Engineering (96)
- Metallurgy (361)
- Industrial Engineering (259)
- Instrumentation (3014)
- Automobile Engineering (332)
- Mechatronics Engineering (97)
- Marine Engineering (124)
- Power Plant Engineering (172)
- Textile Engineering (575)
- Production Engineering (25)
- Satellite Systems Engineering (106)
- Engineering AllOther (1379)
