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Civil engineering paper :
Q.2 What is the minimum number of multiplications involved in computing the matrix product PQR?
Matrix has 4 rows and 2 columns, matrix has 2 rows and 4 columns, and matrix has 4 rows and
1 column. __________

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.11 A symmetric I-section (with width of each flange 50 ,thickness of each flange 10 ,
depth of web = 100 mm, and thickness of web 10 ) of steel is subjected to a shear force of 100 . Find the magnitude of the shear stress(in / in the web at its junction with the top
flange. __________

Q.12 In its natural condition, a soil sample has a mass of 1.980 and a volume of0.001 . After
being completely dried in an oven, the mass of the sample is 1.800 .Specific gravity is 2.7.
Unit weight of water is 10 / . The degree of saturation of the soil is:
(A) 0.65 (B) 0.70 (C) 0.54 (D) 0.61

Q.13 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

Attached Files

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