how much lap we should provide in columns for Fe-500?

Answer Posted / govind kendre

for column = 45d

Is This Answer Correct ?    0 Yes 1 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

For the symmetrical continuous beam shown in figure, Prestressed with a force P = 1500 KN along parabolic curve as shown, compute the extreme fiber stresses over the central support for the uniformly distributed load of 24 kn/m. Use load balancing method.

1707


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

1068


What is the nature of duties & responsibilites senior civil engineer ?what is self confident & satisfaction should be a senior civil engineer?

1698


What glue is least sticky?

689


What is GSB gradation

1889






what is the cost differene of a same structure when it is constructed with brick masonary, and when it is constructed with concrete as a frame structure.????????

1475


Which are the top apps for you civil engineering?

682


What is the effect of a building collapse?

622


Please let me know about answer for my Question as "What is the maximum wastage allowable of HYSD Steel in any Bridge project as per Code and Code reference also ?

1440


Dear Frds, How can i calculate the Steel for RCC Slab, Please provide one Example also, so that i can understand very well. Ex: Area: 1320.0 Sft.(44' X 30') Span: 15'(Default). Column Size: 9"X15"(6 No.s 12mm Rods) Please Provide Calculation Details. Thankyou. Satish

2092


How to determine thee cut length for steel reinforcement bars in R.C.C design

1059


What is high adherence steel bar? I have a general specification which refers to High Adherence steel bars, coils and meshes to BS EN 10080 and BS 4449 or BS 4483. Is this just general re-bar or is there something different about it? The spec originated in France.

4430


What is the l/d ratio of cantilever beam?

1444


how to calculate Rate of analysis for 100 m3 Any ratio of concrete ? including labour

1092


What is the difference between shear and tensile strength?

656