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Civil Engineering GATE 2014 Set-1 Questions with Answer
Ques 40 Geotechnical Engineering
The flow net constructed for the dam is shown in the figure below. Taking the coefficient of permeability as 3.8 x 10-6 m/s, the quantity of flow (in cm3/s) under the dam per meter of dam is _______.
7.6 is the correct answer.
Ques 41 Hydrology
In reservoirs with an uncontrolled spillway, the peak of the plotted outflow hydrograph
Ques 42 Structural Engineering
Match the information given in Group - I with those in Group - II.
| Group-I | Group-II |
|---|---|
| P. Factor to decrease ultimate strength to design strength | 1. Upper bound on ultimate load |
| Q. Factor to increase working load to ultimate load for design | 2. Lower bound on ultimate load |
| R. Statical method of ultimate load analysis | 3. Material partial safety factor |
| S. Kinematical mechanism method of ultimate load analysis | 4. Load factor |
Ques 43 Structural Engineering
The possible location of shear centre of the channel section, shown below, is
Ques 44 Structural Engineering
The ultimate collapse load (P) in terms of plastic moment Mp by kinematic approach for a propped cantilever of length L with P acting at its mid-span as shown in the figure, would be
Ques 45 Structural Engineering
While designing, for a steel column of Fe250 grade, a base plate resting on a concrete pedestal of M20 grade, the bearing strength of concrete (in N/mm2) in limit state method of design as per IS: 456-2000 is
9 is the correct answer.
Ques 46 Structural Engineering
A steel section is subjected to a combination of shear and bending actions. The applied shear force is V and the shear capacity of the section is Vs. For such a section, high shear force (as per IS: 800-2007) is defined as
Ques 47 Structural Engineering
The degree of static indeterminacy of a rigid jointed frame PQR supported as shown in the figure is
Ques 48 Structural Engineering
In a beam of length L, four possible influence line diagrams for shear force at a section located at a distance of L/4 from the left end support (marked as P, Q, R and S) are shown below. The correct influence line diagram is
Ques 49 Structural Engineering
For the cantilever beam of span 3 m (shown below), a concentrated load of 20 kN applied at the free end causes a vertical displacement of 2 mm at a section located at a distance of 1 m from the fixed end. If a concentrated vertically downward load of 10 kN is applied at the section located at a distance of 1 m from the fixed end (with no other load on the beam), the maximum vertical displacement in the same beam (in mm) is _______.
1 is the correct answer.
Ques 50 Structural Engineering
For the truss shown below, the member PQ is short by 3 mm. The magnitude of vertical displacement of joint R (in mm) is _______.
1.5 is the correct answer.
Ques 51 Structural Engineering
A rectangular beam of width (b) 230 mm and effective depth (d) 450 mm is reinforced with four bars of 12 mm diameter. The grade of concrete is M20 and grade of steel is Fe500. Given that for M20 grade of concrete the ultimate shear strength, ฯuc = 0.36 N/mm2 for steel percentage, p = 0.25, and ฯuc = 0.48 N/mm2 for p = 0.50. For a factored shear force of 45 kN, the diameter (in mm) of Fe500 steel two legged stirrups to be used at spacing of 375 mm, should be
Ques 52 Structural Engineering
The tension and shear force (both in kN) in each bolt of the joint, as shown below, respectively are
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