Interested to Buy Any Domain ? << Click Here >> for more details...
Answer Posted / fazil
As per I.S. 13920 Vertical bars of Columns shall be lapped
in regular zone (Mid-height ) only
and it should be staggered i.e. not more than 50% of bar can
be lapped at one section. In
addition to that minimum clear vertical distance between
lapped bars shall be 0.25 times lap
length.
| Is This Answer Correct ? | 13 Yes | 2 No |
Post New Answer View All Answers
What Are The Different Type Of Slump Test Indications?
As per Kandal suggestions, we have implemented rolling starts on 140 (+/- 5) degrees and we kept 3 rollars to complete the rolling before falling 125 degrees and the Aggregate AIV is below 22. But When the DBM bed is being rolled 3rd high viabration, (Before 1 plain & low ,2 high Viabrations), the aggregate is getting sharp edge agg. projections are damaged. As the literature is said that, the VG-30 Grade having better control the temp. susceptibility than Penetration grade. if so we could not get this problem at site. But we are facing on site. let me know.
Reinforcement details at hinged joint
1.Fe500 and Fe550 having more yield strength than Fe415.But why are we prefering Fe415.? 2. d^2/162 formula for knowing the steel wt/m apply all these three? Thanks.
what is the list of building construction equipment & teir output?
what is diffrence between catchment area,watershed and basin?
estimate quanitity of bricks(19x9x9cm without mortar), cement & sand in 10feet X 10feet wall ?
what is features of a typ-ical modern air-conditioning installation?
If we are providing concrete joint in every 10m with water stopper in water tank wall then is it necessary to cut the steel at joint section?
.5Ast
what is the maximum number of course that can be laid according to IS code and the max height.
how do you calculate the length of "L" of main & distribution bar for reinforcing of raft footing
What is the Roll of Water Bonding under VDF road?
if i used salt as a add mixture in concrete, then what will happen and what are the naturally available add mixtures.
What will you do if a portion of load bearing wall collapses under your supervision?
