Civil Engineering Interview Questions

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if a pipe those configuration (ASTM c 76 class b 450mm dia 2500mm length) fixing for water course those lining of water is 7000 running meter. my question is that if 8 joints of pipe ls leakage and we have not permission to stop the water so which treatment we apply on joint in that in condition.

849if a pipe those configuration (ASTM c 76 class b 450mm dia 2500mm length) fixing for water course those lining of water is 7000 running meter. my question is that if 8 joints of pipe ls leakage and we have not permission to stop the water so which treatment we apply on joint in that in condition.

934what s the standrd size of pvc fittings ,like elbow, bend,tee etc ? please explain with figure ?

1085How to calculate the lap length rod of column, Beam,Slab please give me a details?

Ali Baba Engineering and Construction Company, Asha Realty Developers,

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Un-Answered Questions { Civil Engineering }

explain five benefits of using standard terminology in the measurement process?

pls mail some more tecnical qustions at msaranya2610@gmail.com

50 acre of land to be reclaimed for an average height of 2.5 mt. Dredging area is 500mx200m size. what is the dredging depth required to reclaim the area?

What is the mix propotion of M10,M15,M20,M25,M30,M40,M50.M60 cement content,aggrigate,sand and water ratio.

what is meant by residual strain?

Wats the formula of eccentric footing and how was calculated from concrete qty

how i can tak Quantity of mortar in block work

how meny typs of renging rod?

WHAT DLC DESIGN IN CONSTRUCTION

What do you mean by the word 'shear'?

How can calculate the requirement of steel bars of rcc slab for 1100 sq ft?

detailed calculation of the amount of cement used?

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

Design a cantilever type retaining wall to retain sand for 4m above the ground. The sand fall slopes at the rate of 1 vertical to 2 horizontal. The weight of sand is 18000 N/m3, the angle of repose being 30. The safe bearing capacity of the soil is 200 kn/m2 at 1/25m below the ground level. Use m 15 concrete mix.

Scaffolding IS code NO.