Will you please share the previous year Question Paper of GATE Civil Engineering Exam???

Here is the previous year Question Paper of GATE Civil Engineering Exam

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

Select the strength parameter of concrete usedindesign of plain jointed cement concrete pavements from the following choices:
(A) Tensile strength
(B) Compressive strength
(C) Flexural strength
(D) Shear strength

GATE Civil Engineering Exam Question paper

Attached Files

GATE Civil Engineering Exam Question paper-1.pdf (375.2 KB, 59 views)