Kerala PSC Previous Years Question Paper & Answer
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Below are the scanned copy of Kerala Public Service Commission (KPSC) Question Paper with answer keys of Exam Name ' Deputy Engineer (Civil) & Assistant Engineer (Hydrology) - Kerala Co- operative Milk Marketing Federation Ltd & Ground Water ' And exam conducted in the year 2022. And Question paper code was '067/2022'. Medium of question paper was in Malayalam or English . Booklet Alphacode was 'A'. Answer keys are given at the bottom, but we suggest you to try answering the questions yourself and compare the key along wih to check your performance. Because we would like you to do and practice by yourself.
067/2022
10.
प्रा
Total Marks : 100 Marks
Time : 1 hour and 30 minutes
Determine the deflection at free end of the cantilever of span 4 m in which a point
load of 10 KN is acting at a distance of 3 m from fixed end. Take flexural rigidity as
50 x 102 KN شم
(A) 37.5mm (8) 26.6mm (൭ 270൩൩ (D) 32mm
A three span continuous beam with one end fixed and other supports on rollers, the
degree of Static indeterminacy is
(A) 6 (B) 3 (0 2 (>) 0
The sum of distribution factor in moment distribution method is
(A) 1 (B) 12 (©) പ (D) 3/4
A simply supported T beam section with flange 10 x 1 cm and web depth from flange
10 cm with 1 cm thickness carrying a uniformly distributed load of 10 kN/m over a span
of 4 m.The maximum bending stress in the section is at
(A) 3.25 cm from N.A (B) 7.75 cm from N.A
(C) At the intersection of flange & web (D) AtN.A
A pin jointed plane truss considered as stable and determinate, if
(A) m+r<2j (8) m+r>2
(C) m+r=2j (D) None of the above
A continuous beam ABC with support A hinged, B & C are on rollers have span AB, BC
are 6 m & 4 m respectively. There is an internal hinge at the middle of span BC at D.
Find the value of ordinate at D corresponding to the I.L.D for the shear at A.
(A) 1 (B) 13 (©) പ (0) 1/3
A three hinged parabolic arch has a span of L, central rise ൨ and loaded with a uniformly
distributed load of w/unit length on the span. The value of bending moment in the arch
on quarter span is
(ಸಿ) 8 (8) WL/8 (6) :6 (2) Zero
A simply supported beam AB of span 8 ൩ supports a point load of 20 kN at 2 ൩ from
support A and a uniformly distributed load of 15 kN/m for a length of 4 m from support
B. The location of maximum bending moment in the beam is at
(A) 4 71 from left support (B) 5.5 m from left support
(C) 4m from right support (D) 3.33 m from right support
Kanis method is a
(A) Displacement method (B) Force method
(C) Virtual work method (D) None of these
In stress strain diagram proof stress is measured corresponding to a strain of
(A) 0.2% (B) 0.02% (C) 0.002% (D) 2.0%
2.70.)