Civil Engineering Interview Questions

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sir when can we expect the AEE results and when will be the interviews sheduled please guide us in this regard thanking you

TCS,

1180Why we do design mix of concrete when there is nominal method using the IS-Code available ?

wat happens to the foundation when only live & dead loads are considered( wind load is excluded) during the design of tall structures. options are: a)only settlement in the internal structure and not external structure b)only settlement in the external structure and not internal structure c)no differential settlement d)none of the above

what is the depth of a pile foundation??density of wood?? nominal mix ratios for different grades of concrete? effect of earthquake on structures? bending moment and shear force diagrams and also learn to find out the deflection..how is under water concreting done??

2381I need Bhel engineertrainy test papers in civil engineering please send to email id - hisandy66@gmail.com

887can u plz send me ntpc placement papers(civil engineering) at munjalricha1988@gmail.com and which types of questions are aked by ntpc

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Un-Answered Questions { Civil Engineering }

what is mcArther pile?

How musch steel i.e. angles, channels,and square pipes are required per square feet for a steel roof of residential two storied building?

For sloping slabs or sloping beams why the tension steel from either side of ridge is taken into compression zone of other side?

How to determine dia of steel for use in column,slab etc. i mean how to calculate the diameter of steel which is to be used in structures.

what is the difference between natural draught cooling tower and induced draught cooling tower

why top layer of block work shoud be full size if any cut block adjustable than another layer?

what is the water cement ratio for plastering

How to find out slope footing concrete

.5Ast

How to calculate steel for beam slab and column

5. Two long boundary walls run parallel to each other at a center to center distance of 1 meter apart. The width and height of the first wall are 0.30 m and 2.5m respectively. While those of the second are respectively 0.18m and 3.5m. Plot the distribution of vertical stress intensity due to walls on a horizontal plane, 1m below ground level. The walls have negligible depth of foundation and are made of brick masonry (y = 19.2 kN/m cu)

Dear Sir, I work in hydro project. I want to hire Scorpio/ Bolero on monthly basis. But how can i justified its amount (Hourly basic). Please solve my problem

How many solid blocks can build one mason per 8 hours?

How to calculate(Thumb rule) the consumption of steel per cubic meter for different concrete members.

What is the name of this multiplication factors ?