Interested to Buy Any Domain ? << Click Here >> for more details...
Why do we use stirrups in columns?
- 16 Answers
- 70586 Views
- Rishi Infra Projects, I also Faced
- E-Mail Answers
Answer Posted / vaisakh
There are several reasons. primary reason is that concrete have low unconfined compressive strength and there for the chance for failure due to lateral expansion of concrete (poisson effect) and its failure is more. Stirrups confine this concrete and prevent splitting up of concrete.second important thing is that stirrups prevent steel main rebars from buckling and also holds them together while concreting. third important function is to provide ductility to the column preventing explosive failure.
| Is This Answer Correct ? | 2 Yes | 2 No |
Post New Answer View All Answers
Dear sir, i want to NBCC & NTPC previous exam papers email Id : madhu_bingi@yahoo.co.in
What is a kip?
how to workable concrete cube test M-25 design mix
what is raft foundation
What in bending moment, if a moment is free end of cantilever beam?
what is the weight of 10mm,20mm,40mm aggregate
how much quantity of cement,sand and water required for 1 sq feet flooring work .
what is moment-curvature relationship in semi rigid connections??
What are the advantages of cad software’s?
water leak detection system question & answer
how to find quantity of concrete in PCC M15
With reference to construction of state highways, please let me know the total Bill Of Quantities as per the following details:- 1) Subgrade - 500 mm 2) Granular Sub-Base (GSB) - 200 mm 3) Wet Mix Macadam I (WMM I) - 150 mm 4) Wet Mix Macadam II (WMM II) - 100 mm 5) Dense Bituminous Macadam (DBM) - 60 mm 6) Bituminous Crust (BC) - 40 mm Road Length is 44 Kms. Road Width is 7 mtrs. Please provide the BOQ of each layer as per Compacted Factor & Loose Factor both. Also, if possible please provide me the approximate details of total material required (all categories viz. soil, gravel, stone aggregrate, sand, bitumen etc.) as per general mix design prevailing in India. Thanks & Regards -- Rokr
while doing the structural works of a simple ground+1 villa, can the columns be continued immediately after neck columns without tie beam, while the tie beam to be done after columns concreting.
What are the disadvantages while using stone dust as filler in pavements?
types of piles detail,
