Civilboss MCQS (2)

301) In alluvial channels under non regime conditions and formation of bottom caddies which of the following theory of canal design is preferred

Discuss in Comment

Kennedy’s theory

302) Chute blocks are provided to the stilling basins to stabilize the hydraulic jumps

Discuss in Comment

Both at the entrance and exit of the flat floor

303) The primary objective of providing ‘camber’ on road surface is

Discuss in Comment

Easy drainage

304) In PIEV theory of approximating total reaction time for calculation stopping sight distance “T” indicates time taken for

Discuss in Comment

Final response of the action to be taken by the driver

305) Super elevation is provided for better negotiating a horizontal curve

Discuss in Comment

By raising the outer end of the pavement to counter centrifugal forces

306) In general the grade of bitumen used in and around Kathmandu to

Discuss in Comment

80/100 grade

307) The volume of coarse aggregate required to make 100m2 of 1:2:4 concrete is

Discuss in Comment

88 m3

308) No deduction is made in masonry for the opening if the area of the opening does not exceed

Discuss in Comment

0.10m2

309) The quality of wood for shutters of doors and windows is calculated in

Discuss in Comment

M2

310) PERT stands for

Discuss in Comment

Program evaluation and review techniques

Subject Notes

Objective Box

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