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 'Assistant Professor in Civil Engineering' And exam conducted in the year 2023. And Question paper code was '085/2023'. 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.
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The static and kinematic indeterminacy of a single bay single storey portal frame, with fixed
base, respectively are :
88/66 )8( 8 محم 8 )^(
88/62 )2( 68/48 )0(
A three hinged parabolic arch of span 8 m and rise 2 m has a concentrated Load of 50 kN at
the crown. The arch will be subjected to a horizontal thrust equal to :
(A) 25kN رمق 100kN
(C) OkN (D) 50kN
Flexibility method is also called :
(1) Force method
(2) Compatability method
(3) Equilibrium method
(4) Displacement method
(^) All are correct (B) land 2 are correct
(C) 2 and 8 are correct (D) 1 and 8 are correct
The number of plastic hinges required to convert a fixed beam into a mechanism is:
(A) 4 (B) 3
© 2 (D) 1
A fixed beam AB of span 4 m, is subjected to a concentrated load ‘P’ at C such that AC = CB.
If AC and BC has plastic moment capacities of Mp and 2Mp respectively, the collapse load is :
(A) 4M, (8) 3.5 70
(C) 2.51 ௫ 81%
A moving load of 200 kN passes from support A to B in a simply supported beam AB of span
10m. What is the maximum bending moment developed at a section taken at 6m from A?
(A) 480kNm (B) 240 kNm
(© 360kNm 0) 180kNm
Maximum number of 20 mm diameter bolts that can be accommodated in 200 mm wide flat
is:
(A) 500 (8) 4
(0 8 (D) 2
Prying force is developed in bolted connections due to :
(A) Bending (B) Compression
(C) Shear (D) Tension
9 085/2023
[P.T.0.]