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1. Name the apparatus used to find the heat of hydration of concrete.

A

Osmoscope

B

Tintometer

C

Potentiometer

D

Calorimeter

2. What is the minimum percentage of steel required in tension reinforcement in a beam where Fe415 steel is used?

A

0.34% of Gross area of beam

B

4% of gross area of beam

C

0.205% of gross area of beam

D

0.205% of effective area of beam

3. Which of the following cash books has two accounts namely cash account and discount account?

A

Simple cash book

B

Double column cash book

C

Triple column cash book

D

Petty cash book

4. What is the compression force of concrete if stress in the outer most compression fiber is taken as 0.67fck?

A

0.23fckBxu

B

0.36fckBxu

C

0.54fckBxu

D

0.67fckBxu

5. Who is the person known as the metro man in India?

A

Ekdantaya Sreedharan

B

Elattuvalapil Sreedharan

C

Ellilarasanaya Sreedharan

D

Elilvendan Sreedharan

6. The specific energy for a 4 m wide channel is 5 Nm/N. Determine the maximum discharge.

A

76.13 m3/sec

B

76.1 m2/sec

C

76 m3/sec

D

70 m3/sec

7. The device used for measuring distances by attaching it to the wheel of a vehicle is called ___________.

A

odometer

B

passometer

C

pedometer

D

perambulator

8. What is the ratio of ultimate stress to the working stress?

A

Shear modulus

B

Young`s modulus

C

Bulk modulus

D

Factor of safety

9. Major projects of irrigation are those which have irrigation potential of more than:

A

300 hectares

B

20,0000 hectares

C

10,000 hectares

D

5,000 hectares

10. As per IRC empirical formula, the length of transition curve for a given speed of 65 Kmph and radius of curve is 220 m is __________.

A

41.9 m

B

71.9 m

C

61.9 m

D

51.9 m

11. Which of the following shapes is/are NOT used in R.C.C. piers?

A

T shapes

B

Trestle bent

C

Dumb bell type

D

Rectangular

12. A catchment has 5 rain gauge stations, for a 6% error in estimation of mean rainfall and coefficient of variation of rainfall values of existing stations is 20. Determine additional no. of stations needed

A

8

B

9

C

12

D

7

13. Side slope canals are arranged _______ to counters

A

at right angle

B

Parallel

C

at 65 degree angle

D

at 45 degree angle

14. Vande Bharat Express runs on:

A

Metre gauge

B

Narrow gauge

C

Standard gauge

D

Broad gauge

15. The recommended camber value for thin bituminous surface for heavy rainfall area is:

A

2%

B

2.5%

C

3%

D

1.5%

16. In a slab, what is the sum of the nodal forces at any yield line intersection?

A

Indeterminate

B

Determinate

C

Infinity

D

Zero

17. The stresses introduced by bending moment are known as:

A

Tensile stress

B

Compressive stress

C

Bearing stress

D

Bending stress

18. Calculate the effective depth of beam required for effective span 6 m and width of the beam is 300 mm.The beam is subjected to live load of 30 KN/m and it self-weight is 6 KN/m. Use M25 concrete and steel Fe500. Use WSM.

A

800 mm

B

700 mm

C

850 mm

D

750 mm

19. Below the permanent wilting point the soil contains ________ water.

A

hygroscopic

B

gravitational

C

capillary

D

available

20. The ________ is equal to the product of the force applied and radius of the shaft.

A

resilience

B

force

C

moment

D

torsion