Civil Engineering Interview Questions

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Please let me know the quantity of steel required for 2600 square feet 6" thick roof slab of the house?

in which code refer the change of reinforcement dia defer to drawing . i.e. 12mm dai into 16mm dia.

How to calculate the compressive strength of 28 days of concrete where we have 7 days compressive strength?

ACF,

for columns reinforcement the lap length is not provided then how to rebar the rods then how rebar should be lapped

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Un-Answered Questions { Civil Engineering }

How to calculate construction cost of residential building in mumbai

Please tell me the quantity of cement, sand, flyash, foaming agent required for 1 cubic meter of cellular lightweight concrete blocks. also , is there any admixtures required for the CLC blocks production.

how i get all type of short type question answer about civil engg

What is the cemnent ratio

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

How much Tolerance factors like 1. brick work 2.plaster 3.painting 4.floor tiling 5.wall tiling 6.shuttering 7.concreting 8.steel

how to calculate detail quantity of bricks and mortar for 500 cu.ft masonry work. consider wall thickness 9 inches

what is a well

What is thumb rule in quantity and cost estimation of a residential building in civil engineering??

when it is noted "JAMB SIM" what is the term "SIM" and what does it mean?

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.

what isload waring calculation

is it fair to recruit another prestressing agency once earlier agency has provided guide cone for post stressing the Concrete -I girders? It is observed that the bearing plate of another agency is not matching with the earlier one resulting in protruded strands after stressing from the face of girder. Kindly advice.

what is castigliano theaorem

how find the cut length of tringular ring and any formula find out the quantity of circular brick work