Please provide me question test series for preparation of Graduate aptitude test in Engineering soon ?

Here I am giving you question test series for preparation of Graduate aptitude test in Engineering in PDF file attached with it so you can get it easily..

Q.3 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

Q.7 As per IS 456:2000 for M20 grade concrete and plain barsin tension the design bond stress 1.2 .Further, IS 456:2000 permits this design bond stress value to be increased by 60%
for HSD bars. The stress in theHSDreinforcing steel barsin tension, 360 . Find the
required development length, , for HSD barsin terms of the bar diameter, . __________

Q.8 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

Q.14 Following statementsare made on compacted soils, wherein DS stands forthe soils compacted on
dry side of optimum moisture content and WS stands for thesoils compacted on wet side of
optimum moisture content. Identify the incorrect statement.
(A) Soil structure is flocculated onDS and dispersed on WS.
(B) Construction pore water pressure is low on DS and high on WS.
(C)On drying, shrinkage is high on DS and low on WS.
(D)On access to water, swelling is high on DS and low on WS.

Q.15 Four columns of a building are to be located within a plot size of 10 m x 10 m. The expected load
on each column is 4000 kN. Allowable bearing capacity of the soil deposit is 100 kN/m2. The type
of foundation best suited is
(A) isolated footing (B) raft foundation
(C) pile foundation (D)combined footing

Attached Files

	GATE CE exam paper-1.pdf (374.0 KB, 84 views)
	GATE ECE exam paper -2.pdf (202.5 KB, 72 views)