Will you please give me question paper for Civil Engineering examination of graduate aptitude test engineering in PDF format ?

Here I am giving you question paper for Civil Engineering examination of graduate aptitude test engineering in PDF file attached with it .

Q.5 The following statements are related to bending of beams:
I The slope of the bending moment diagram is equal to the shear force.
II The slope of the shear force diagram is equal to the load intensity.
III The slope of the curvature is equal to the flexural rotation.
IV The second derivative of the deflection is equal to the curvature.
The only FALSE statement is
(A) I (B) II (C) III (D) IV

Q.8 Which one of the following is categorised as a long-term loss of prestress in a prestressed concrete
member?
(A) Loss due to elastic shortening (B) Loss due to friction
(C) Loss due to relaxation of strands (D) Loss due to anchorage slip

Q.9 In a steel plate with bolted connections, the rupture of the net section is a mode of failure under
(A) tension (B) compression (C) flexure (D) shear

Q.10 The ratio of the theoretical critical buckling load for a column with fixed ends to that of another
column with the same dimensions and material, but with pinned ends, is equal to
(A) 0.5 (B) 1.0 (C) 2.0 (D) 4.0

Q.11 The effective stress friction angle of a saturated, cohesionless soil is 38. The ratio of shear stress to
normal effective stress on the failure plane is
(A) 0.781 (B) 0.616 (C) 0.488 (D) 0.438

Q.12 Two series of compaction tests were performed in the laboratory on an inorganic clayey soil
employing two different levels of compaction energy per unit volume of soil. With regard to the
above tests, the following two statements are made.
I The optimum moisture content is expected to be more for the tests with higher energy.
II The maximum dry density is expected to be more for the tests with higher energy.
The CORRECT option evaluating the above statements is
(A) Only I is TRUE (B) Only II is TRUE
(C) Both I and II are TRUE (D) Neither I nor II is TRUE

Q.13 As per the Indian Standard soil classification system, a sample of silty clay with liquid limit of 40%
and plasticity index of 28% is classified as
(A) CH (B) CI (C) CL (D) CL-ML

Q.15 An embankment is to be constructed with a granular soil (bulk unit weight = 20 kN/m3) on a
saturated clayey silt deposit (undrained shear strength = 25 kPa). Assuming undrained general shear
failure and bearing capacity factor of 5.7, the maximum height (in m) of the embankment at the
point of failure is
(A) 7.1 (B) 5.0 (C) 4.5 (D) 2.5

Q.16 A trapezoidal channel is 10.0 m wide at the base and has a side slope of 4 horizontal to 3 vertical.
The bed slope is 0.002. The channel is lined with smooth concrete (Manning’s n = 0.012). The
hydraulic radius (in m) for a depth of flow of 3.0 m is
(A) 20.0 (B) 3.5 (C) 3.0 (D) 2.1

Q.17 A rectangular open channel of width 5.0 m is carrying a discharge of 100 m3/s. The Froude number
of the flow is 0.8. The depth of flow (in m) in the channel is
(A) 4 (B) 5 (C) 16 (D) 20

Attached Files

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