Civil Engineering GATE 2014 Set-1 Questions with Answer

Ques 53 Structural Engineering


For a beam of cross-section, width = 230 mm and effective depth = 500 mm, the number of rebars of 12 mm diameter required to satisfy minimum tension reinforcement requirement specified by IS:456-2000 (assuming grade of steel reinforcement as Fe500) is _______.


2 is the correct answer.


Ques 54 Structural Engineering


In a reinforced concrete section, the stress at the extreme fibre in compression is 5.80 MPa. The depth of neutral axis in the section is 58 mm and the grade of concrete is M25. Assuming linear elastic behavior of the concrete, the effective curvature of the section (in per mm) is

A

2.0 x 10-6

B

3.0 x 10-6

C

4.0 x 10-6

D

5.0 x 10-6



Ques 55 Transportation Engineering


The minimum value of 15 minute peak hour factor on a section of a road is

A

0.10

B

0.20

C

0.25

D

0.33



Ques 56 Transportation Engineering


The following statements are related to temperature stresses developed in concrete pavement slabs with free edges (without any restraint):
P. The temperature stresses will be zero during both day and night times if the pavement slab is considered weightless
Q. The temperature stresses will be compressive at the bottom of the slab during night time if the self-weight is considered
R. The temperature stresses will be compressive at the bottom of the slab during day time if the self-weight of the pavement slab is considered
The correct statement(s) is/are

A

P only

B

Q only

C

P and Q only

D

P and R only



Ques 57 Transportation Engineering


A traffic survey conducted on a road yields an average daily traffic count of 5000 vehicles. The axle load distribution on the same road is given in the following table:

The design period of the road is 15 years, the yearly traffic growth rate is 7.5% and the load safety factor (LSF) is 1.3. If the vehicle damage factor (VDF) is calculated from the above data, the design traffic (in million standard axle load, MSA) is _______.


276.4 is the correct answer.


Ques 58 Transportation Engineering


The perception-reaction time for a vehicle travelling at 90 km/h, given the coefficient of longitudinal friction of 0.35 and the stopping sight distance of 170 m (assume g = 9.81 m/s2), is _______ seconds.


2.02 is the correct answer.


Ques 59 Transportation Engineering


The speed-density (u−k) relationship on a single lane road with unidirectional flow is u = 70 - 0.7k, where u is in km/hr and k is in veh/km. The capacity of the road (in veh/hr) is _______.


1750 is the correct answer.


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