What is the correct position of lapping splice of reinforcement steel bars in a beam at top & bottom of the beam?? what is the reason for this location?..what are the factors affecting lapping location in beam?
Answers were Sorted based on User's Feedback
Answer / muhammad asif
in case of continuous beams the top bars are lapped the center because the tension at the center at the top of the beam is almost zero and it is in compression while the bottom bars are lapped at the support because tension is at the top at support.
| Is This Answer Correct ? | 14 Yes | 1 No |
Answer / maqsood
In simply supported beam lapping is not permissible.
In continuous beam
Top bars can be lap at L/3
Bottom bars can be lap before or after V.Support
| Is This Answer Correct ? | 8 Yes | 0 No |
Answer / r satya nagendra babu
in Tensinon Zone reinforcement lapping ie.., Davalaping length ia between L/3 and in Compresion zone it will be in cnter of the span in simply suppoting beam and davaloping length should be 45-50 X dia of rod
| Is This Answer Correct ? | 2 Yes | 0 No |
Answer / jagga
The location of splice should be 30-50 cm above the floor level
| Is This Answer Correct ? | 1 Yes | 0 No |
Answer / saif rizvi
In simply supported beam lapping is not permissible.
In continuous beam
Top bar can be lap at the center or l/3
Bottom bar can be lap at l/3
This loction is as per bending moment
| Is This Answer Correct ? | 1 Yes | 2 No |
Answer / rahul sharma
In beams:
In Top bars, lap should be comes under the portion of L/2 (Regular Zone) and not more than 50% of can be lapped a single point so lap should be alternate. And the min. distance b/w two alternate lap must be spaced by LD from the center to center of lap.
In bottom bars laps come under the portion of L/2. Where L is clear length of the beam.
| Is This Answer Correct ? | 0 Yes | 5 No |
What will be the exam pattern and syllabus for j.e post of haryana staff selection commision? Advt no. (02/2015) Some people says it would only be objective type question papers while others say it would be same as ssc (1 objective,1 conventional) ?? Please answer this question it is needfull to all.
what is the depth of a pile foundation??density of wood?? nominal mix ratios for different grades of concrete? effect of earthquake on structures? bending moment and shear force diagrams and also learn to find out the deflection..how is under water concreting done??
what is modular brick and it size
what is the meaning of 40/20 src
why shear reinforcement is not provided in the design of footing?
1) is maximum size of aggregate ristricted to 20 mm for M- 50 grade concrete? If yess or no code the authority?
1. How do you handle non-productive team members?
Can any colleague send me the steel frame pictures of roofs, beams, columns, footings, roof bends, door bends etc. I shall be very gratefull.Suhail_akhter@hotmail.com
how many cubic ft. for 50 kg ( 1 bag ) cement?
What is construction joint and expansion joint in CC pavements
How much cost is required for 1 Flyash Brick?
what is the difference b/w full length and cutting length?
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)