GATE Civil Engineering Exam Paper

Will you please provide the question paper of GATE civil engineering exam?

[Raman Vij]

Here I am providing the list of few questions of GATE civil engineering exam which you are looking for .
The creep strains are
(A) caused due to dead loads only
(B) independent of loads
(C) caused due to cyclic loads only
(D) caused due to live loads only

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 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 ‘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

For questions , here is the attachment

GATE Civil Engineering Question Paper

Will you please provide the paper of GATE Civil Engineering Exam ?

[Kiran Chandar]

Here is the list of few questions of GATE Civil Engineering Exam paper which you are looking for .

2. Two coins are simultaneously tossed. The probability of two heads simultaneously
appearing is
(A) 1
8 (B) 1
6 (C) 1
4 (D) 1

4. Two people weighing W each are sitting on a plank of length L floating on water
at L 4 from either end. Neglecting the weight of the plank, the bending moment
at the centre of the plank is
(A)WL8
(B)WL16
(C)WL32
(D) zero








For more questions , here is the attachment

I am looking for the Graduate Aptitude Test in Engineering Civil Engineering entrance Exam Paper . Will you please provide it ?

[Quick Sam]

Here I am providing the list of few questions of GATE Civil Engineering Exam Paper which you are looking for .

Q.4 A thin walled cylindrical pressure vessel having a radius of 0.5 m and wall thickness of 25 mm is subjected to an internal pressure of 700 kPa. The hoop stress developed is
(A) 14 MPa (B) 1.4 MPa (C) 0.14 MPa (D) 0014 MPa

Q.6 In the theory of plastic bending of beams, the ratio of plastic moment to yield moment is called
(A) shape factor (B) plastic section modulus
(C) modulus of resilience (D) rigidity modulus

Q.7 For limit state of collapse, the partial safety factors recommended by IS 456:2000 for cstimating the design strength of concrete and reinforcing steel are respectively
(A) 1.15 and 1.5 (B) 1.0 and 1.0 (C) 1.5 and 1.15 (D) 1.5 and 1.0

Q.8 The point within the cross sectional plane of a beam through which the resultant of the external loading on the beam has to pass through to ensure pure bending without twisting of the cross-section of the beam is called
(A) moment centre (B) centroid
(C) shear centre (D) elastic center

Q.9 The square root of the ratio of moment of inertia of the cross section to its cross sectional area is called
(A) second moment of area (B) slenderness ratio
(C) section modulus (D) radius of gyration

Q.10 Deposit with flocculated structure is formed when
(A) clay particles settle on sea bed (B) clay particles settle on fresh water lake bed
(C) sand particles settle on river bed (D) sand particles settle on sea bed

GATE Civil Engineering Exam Paper





For more questions , here is the attachment...............................