Civil Engineering Interview Questions
Questions Answers Views Company eMail

why building got air crack? if it get in one particular are what is means?

1216

if i used salt as a add mixture in concrete, then what will happen and what are the naturally available add mixtures.

887

Why can i adopt concreting insted of rubble solling in beds? In comoarision concreting is cheaper than the soling.

1 2664




in the footings first which reinforcement bar has to be layed as per desi

1 3457

how many bags of cement required in neat cement finish per square metre

NMDC,

3 20384

beam length 73 feet 4 inch,width 01 feet,height 50 inch so every beam load how much? and what quantity of M.S ROD? both side ony two column in middle no column.pls inform me that this is stable or not ? and how much risk of this beam?

Jindal,

912

100sqft of 9" (brickwork).. bricks(standard)=no ? sand= cement=

1 3374

CAST EFFECTIVE WATER SUMP CONSTRUCTION DETAIL

964




What is the exception critarea of cube?

Nalco,

1157

How to test the quality of Ready Mix M20 concrete (1:1.5:3) before casting at site when lorry arrives? Are there any methods?

1297

In the present situation of ban on mining sand from rivers,can we go for formation of earth dam filters viz;Horizantal sand blanket,inclined chimney and filters under rivetment with crushed rock sand of 6mm down size.If so what are the specifications and is there any codal provision for its authentication?

790

01. a. Diagram of a slump cone…………… 1 b. Size of Slump Cone…………… 1 c. Volume of a slump cone by av. Dia method…………… 1 d. Volume of a slump cone by av. area method…………… 1 e. Volume of a slump cone by frustrum method …………… 1 f. Angles of slump cone …………… 1 g. Slump measured by slump cone due to…………… 1 h. Slump does not measured by cylinder / cube due to …………… 1 i) ii) i. Slump cone is to be filled in……………………..Layers.

4101

02. a. The diagonal of a 9 cube…………… 1 b. Surface area of 9 cube…………… 1 c. Volume of 1-3 cube …………… 1 d. Compressive area of 6 cube …………… 1 e. Top & Bottom face of a Cylinder/Cube is to be proper leveled to deliver the…………………………..…… properly.

893

03. a. The water cement ratio for achieving maximum strength of concrete is…… 1 b. Water/ cement is inversely proportional to-------------- 1 c. Increasing the slump decreases the strength: True / false 1

965

04. a. Slenderness ratio…………… 1 b. If the height of a stage is 15-0 & dia. of the prop is 5, the slenderness ratio is….… 1 c. If the height of a stage is 10-0 & dia of prop is 3, the number of bracing will be…… 1

871


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Un-Answered Questions { Civil Engineering }

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

990


what is that one cub metre plaster in cemant and fine sand

787


which steel is better for residential building tmt steel or hysd steel

848


What is the basic difference between OPC

719


What in your past experience or education prepares you for the position for which you are applying

909






Anyone have sample questions for bhel interview.please send me as Iam appearing for the interview on 19th sep2008. Kindly send this to my e-mail: arun_prasath_n@yahoo.co.in

923


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.

2424


4. Differentiate between NC and OC soils. Draw curves for (i) Stress vs Strain (ii) Volume charge vs Strain (iii) Pore pressure vs Strain for these soils

995


why is the column design?

918


what isload waring calculation

1059


silt%= silt volume/ silt+sand volume is this right?

776


by which materials we can prepare circular shuttering with tentative cost of material(rate analysis)

919


How to calculate sand , cement quantity for 23mm thk brick work(10x10)

4021


How to find out slope footing concrete

1698


) Design a gussetted base for a column section consisting of one sc 250 with two cover plates 300 x 25 mm carrying an axial load of 2500 KN. The S.B.C. of soil is 250 KN/m2 and the permissible bearing pressure on concrete is 4000 KN.

901