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Old January 8th, 2014, 02:43 PM
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Join Date: Jun 2013
Default Re: GATE Civil Engineering

Graduate Aptitude Test in Engineering (GATE) is an all India engineering examination conducted jointly by the Indian Institute of Science and seven Indian Institutes of Technology.

Sample Paper:
A 1-h rainfall of 10 cm magnitude at a station has a return period of 50 years. The probability that a 1-h rainfall of magnitude 10 cm or more will occur in each oftwo successive years is:
(A) 0.04 (B) 0.2 (C)0.02 (D) 0.0004

Q.4 Maximum possible value of Compacting Factor for fresh (green) concrete is:
(A) 0.5 (B) 1.0 (C) 1.5 (D) 2.0

Q.5 As per IS 800:2007, the cross-section in which the extreme fiber can reach the yield stress, but cannot develop the plastic moment of resistance due to failure by local buckling is classified as
(A) plastic section (B) compact section
(C) semi-compact section (D) slender section

Q.6 The creep strains are
(A) caused due to dead loads only
(B) caused due to live loads only
(C) caused due to cyclic loads only
(D) independent of loads

The ‘plane section remains plane’ assumption in bending theory implies:
(A) strain profile is linear
(B) stress profile is linear
(C) both strain and stress profiles are linear
(D)shear deformations are neglected
Attached Files Available for Download
File Type: pdf GATE Civil Engineering paper.pdf (6.8 KB, 26 views)
File Type: pdf GATE Civil Engineering paper 1.pdf (374.0 KB, 34 views)
File Type: pdf GATE Civil Engineering paper 2.pdf (378.0 KB, 30 views)
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