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JKSSB CE Practice Quiz 6
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Question 1
In a permeability test conducted on a soil with e = 0.50, the discharge velocity was found to be 2.4 x 10-1 cm/s. The seepage velocity is:
Question 2
The spacing of transverse reinforcement of column is decided by the following consideration
Question 3
For taking offsets with an optical square on the right hand side of the chain line it is held _____.
Question 4
A retaining wall retains a sand strata with Φ = 300 up to its top. If a uniform surcharge of 12 t/m2 is subsequently put on the sand strata, then the increase in the lateral earth pressure intensity on the retaining wall will be
Question 5
Find the maximum absolute viscosity of a bitumen of viscosity grade VG-30 at 60oC
Question 6
For a symmetrical three hinged arch of span 12 m and rise 2 m, the influence line diagram for horizontal thrust at either support is to be drawn. What is the maximum value influence line ordinate?
Question 7
The ratio of pressures between two points A and B located respectively at depth 0.5 m and 2 m below a constant level of water in a tank is
Question 8
A circular primary clarifier processes an average flow of 10990 m3/d of municipal waste water. The overflow rate is 35 m3/m2/d. The diameter of the clarifier shall be:
Question 9
In the analysis of rates, the profit for the contractor is generally taken as ______.
Question 10
If the net irrigation requirement is 8 cm and water application efficiency is 80 %, then water depth required to be applied in the field will be
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AE & JE ExamsJul 4AE & JE Exams