1) why bent up are provided at l/4 or l/5 distance not at l/8or l/10? 2) why

1) why bent up are provided at l/4 or l/5 distance not at
l/8or l/10? 2) why extras are provided in beams at top and
why upto 0.3l distance max.? 3) why chairs are provided in
two way slab?

Question Posted / rohit_rangnekar1975

1 Answers
4189 Views
L&T, I also Faced
E-Mail Answers

1) why bent up are provided at l/4 or l/5 distance not at l/8or l/10? 2) why extras are provided ..

Answer / rajesh erukulla

1.Bentup is given in slabs to withstand the variable loads acting on the slab. And L/4 & L/5 are the perfect zones to bentup. L/8 or L/10 are very least lengths which cannot overcome the loads.
2.In beams especially at column beam junction area extra tops are given bcz it is shear zone and has to take more loads.
3. In two way slabs or any other structures chairs are used to maintain thickness of slabs.

Is This Answer Correct ?

3 Yes

1 No

Post New Answer

More Civil Engineering Interview Questions

what is meant by csr in foundation? what is sbc?what is meant by contour line?

0 Answers

How do we get this formula Ast=(0.5Fck/Fy) into(1-(in sqrt(1-((4.6Mu)/Fck.bd^2))into bd Fck=grade of cement i.e M25, M20 Fy=grade of steel i.e.Fe415,Fe250 Mu=moment b=width d=depth

1 Answers

WHAT IS YOUR CURRENT SALARY

0 Answers VGN Developers,

how is shear resisted in a structure?

2 Answers

bend deductions for reinforcement for wall

2 Answers CHD,

plz tell me the most used units and their conversion in civil engg?

1 Answers L&T,

how many men days of loburs and masons are requirete for 1 cum,pcc (1:2:4),Pcc(1:3:6) and Pcc(1:4:8) thanking you

0 Answers Mittal Steel,

Why we select pile foundations