for columns reinforcement the lap length is not provided then
how to rebar the rods then how rebar should be lapped
Answer Posted / n.rajesh guttedar
1) In the columns portion chip the old concrete in a small
depth at least we get the tie beam rods.Then make L bend of a
columns rods and weld it.
2) In the columns portion drill a holes to insert the new rods
and pour the bonding chemical ( Bonding agent )
3) In the columns portion fix the MS plate with the required
holes for the holefasners insert.And make the columns in U
type shape and weld it.
Is This Answer Correct ? | 7 Yes | 1 No |
Post New Answer View All Answers
what course did you consider thinking before you enrolled in college?
what is meant by shear center?????
VAT and CST ? Which benefits for buyer ? Why benefits?
what is differences between ferrock and concrete ?
For the construction project what capital cost has to be taken in consideration?
What is the use of array command?
what is the procedure involved in preparing mix design of m15 grade as per IS-10262-1982
load combinations how many types for staad design purpose?
Actually i am confused that how to calculate the bending moment for a semi-circular beam and curved slab.If any one have a good idea about the matter,please give the answer with a suitable example. Thank you......
What is the wall thickness of NP-3&NP-4 hume pipe as per I.S code
What is the Maximum %age of Steel in columns and beams ?
States some of the commonly used commands in cad software’s?
How much material will consume for following specification water tank (9*7.5*6 feet)?
What do you understand by “preset” during the installation process of bridge bearings?
can i make bricks using M10 grade concrete ? and what would be the cost of a brick if we use m10 grade concrete sand and aggregates ??