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22nd September 2014, 03:15 PM
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Join Date: Apr 2013
Re: GATE Civil engineering Solved Paper

You are looking for GATE Civil engineering exam model solved question paper, I am giving here:

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

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

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

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

The ratio Nf/Nd is known as shape factor, where Nf is the number of flow lines and Nd is the
number of equipotential drops. Flow net is always drawn with a constant b/a ratio, where b and a
are distances between two consecutive flow lines and equipotential lines, respectively. Assuming
that b/a ratio remains the same, the shape factor of aflow net will change if the
(A) upstream and downstream heads are interchanged
(B) soil in the flow space is changed
(C) dimensions of the flow space are changed
(D) head difference causing the flow is changed








For detailed paper here is attachment:
Attached Files
File Type: pdf GATE Civil Engg paper.pdf (875.9 KB, 108 views)


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