How to provide spacer bar in barbending work,parallel to bar or inclined to bar?

How to provide spacer bar in barbending work,parallel to bar or inclined to bar?
What is the reason?

Question Posted / sathish7072

4 Answers
12170 Views
I also Faced
E-Mail Answers

Answers were Sorted based on User's Feedback

How to provide spacer bar in barbending work,parallel to bar or inclined to bar? What is the reason..

Answer / sobhanbabu

spacer bar to be provided in beams perpendicular to the
beam main bars.if we put parallel to the bar,we require
more no of bars and it may slips also.

Is This Answer Correct ?

7 Yes

1 No

How to provide spacer bar in barbending work,parallel to bar or inclined to bar? What is the reason..

Answer / jay

because distance b/w two bar conc. r fill and conc. and steel bond conect each other

Is This Answer Correct ?

6 Yes

1 No

How to provide spacer bar in barbending work,parallel to bar or inclined to bar? What is the reason..

Answer / kumaran

spacer bar provided perpendicular to the beam.it is only
provided when 1st tie is above 25mm

Is This Answer Correct ?

1 Yes

0 No

How to provide spacer bar in barbending work,parallel to bar or inclined to bar? What is the reason..

Answer / remesh babu pillai .k .p

generaly 25or 32mm dia bars are used for spacer.length is equal to bridth of the beam and is placed inclined to the beam main bar to keep the cover of the beam .other wise,slip the spscer ,the top layer of mainbar coming closer to bottum layer

Is This Answer Correct ?

0 Yes

0 No

Post New Answer

More Civil Engineering Interview Questions

how i can tak Quantity of mortar in block work

0 Answers DLF, LiveCon,

Why provides hook of stirrups only ones side?

1 Answers

List out some of the software program that can be useful for architect?

0 Answers

Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No. Loading Axial force Moment Shear 1 DL+LL 1950 600 20 2 Seismic load 250 4800 700

0 Answers L&T,

Is the ratio fixed for M-20,M-25,M-30,M-35....grades of concrete??

2 Answers Ahluwalia Contracts, L&T,

Discuss some applications of modular elasticity?

0 Answers

different types of rcc slab

3 Answers

How to build the floor to ceiling bookcase?

0 Answers

The portion of a brick cut across the width is called?

0 Answers

How good are the Weinerberger Porotherm bricks that are being used in construction in Chennai, India. Its being used in non load bearing walls and has a compressive strength greater that 35 kg/cm^2 and a density of approx.694 - 783 kg/m3.

0 Answers

Dear sir, i want to NBCC & NTPC previous exam papers email Id : madhu_bingi@yahoo.co.in

0 Answers NTPC,

How to calculate paint drums per meter square

0 Answers Speco,

For more Civil Engineering Interview Questions Click Here