In colomn reinforcement when dia of bar is going to change,
than what should be the lap length of bars weather it should
be of heigher dia bar lap length or it should the accordance
with new dia bar. the grade of concrete is same.

Answer Posted / punit jain

The lap length also depends on the grade of steel used, if ur using fe500 then its 57d...For fe415 its 50d

Is This Answer Correct ?    0 Yes 0 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

HOE TO YOU PLAN TO ACCHIEVE THE GOALS?

1679


What are the different types of runners?

682


what is the clear cover for shearwall?

1062


Labor requirement for each item needed? Lean Concrete 103.550m3 Concrete for Foundation and Structure 1753.000m3 Expansion joint 288.000m Contraction joint 127.000m Dowel bar 450.000m

1290


how to do sudoko puzaals?

1831






what is the soil bearing capacity for a 5 floor multistorey residential building and which type of soil ? what is plinth beam? in wall load calculation center to center column distance is considered or not/

1813


at which depth the construction of tunnel is economical from cost and engineering aspect.

1312


List out the types of roofs?

673


Explain major difference between auto level and dumpy level?

745


resins are not soluble in water soluble in spirit used in varnish left behind on evoporation of oil

2187


what is derating factor in cable? what does it mean if derating factor is high/low in terms of thermal resistivity of soil?

2102


can you mail me detailed procedure,entire syllabus and practice papers of mpsc civil engineering branch.I am in third year now

1667


how can we construct building without foundation providing only grade beam at ground level

1068


A roof has a U value = 0.65 W/m2 .C. Extra insulation is to be provided. This insulation has a thermal resistance = 1.5 m2"C/W. Calculate the new improved U value.

1831


in the construction of residential building what type of tank are used?where?why & what is its purpose?

1905