PGCET Sample Paper for Civil Engineering

Please provide me the PGCET Sample Paper for Civil Engineering stream as I am looking for the same ?

[Kiran Chandar]

As you want I am here providing you the PGCET Sample Paper for Civil Engineering stream.

Sample questions :

I. For any system of coplanar forces to be in equilibrium,
(a) Algebraic sum of the horizontal components of a!I the forces should be zero
(b) Algebraic sum of the vertical components of all the forces should be zero
(c) Algebraic sum of the moments of all the forces about any point should be zero
(d) All of the above.

2. The bending moment at a beam cross-section, where shear force is zero, is
(a) zero (b) maximum
(c) minimum (d) either maximum or minimum.

3. The statement that a plane section of a bar under twisting before the application of twisting moment remains plane after the application of twisting moment is valid for
(a) all types of cross section
(b) all types of cross section with curved boundaries
(c) only solid circular section
(d) only circular cross sections hollow or solid.

4. A prismatic beam fixed at both ends carries a uniformly distributed load over the entire span. The ratio of bending moment at support to bending moment at midspan is
(a) 0.5 (b) 1.0 (c) 1.5 (d)2.O








Here is the attachment.

I want to take admission in M.Tech Civil Engineering so I would like to take PGCET exam. Will you please forward me sample question paper of the PGCET for Civil Engineering?

[Raman Vij]

Karnataka Examinations Authority conducts the Post Graduate Common Entrance Test (KEA PGCET) for admission in post graduation course.

As per your request, I am forwarding you PGCET civil engineering paper. hope it helps.

The total strain energy stored In a body is known as
(A) Resilience
(B) Proof Resilience
(C) Modulus of Resilience
(D) Potential Energy.

2. For a simply supported beam subjected to central point load
(A) curvature is constant
(B) curvature increases towards mid-span
(C) curvature decreases towards mid-span
(D) curvature is zero at mid-span.

3. Early strength gain In cement Is caused by
(A) Tricalcium silicate
(B) Dicalcium silicate
(C) Tricalcium aluminate
(D) Gypsum

4. Flow curve is drawn from the test data of
(A) permeability
(B) pipette analysis test
(C) hydrometer test
(D) liquid limit test.

5. ‘I’he water content of a soil which represents the boundary between plastic & liquid slales is known as
(A) liquid limit
(B) shrinkage limit
(C) plastic limit
(D) plasticity index.