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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 CIVIL ENGINEERING TECHNICAL EDUCATION ENGINEERING COLLEGES' And exam conducted in the year 2016. And Question paper code was '139/2016'. 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.
49,
81.
عات٣
54
58.
The default parameter passing mechanism of functions is :
(ಹ) Call by value (B) Call by reference
(0 Call by result (D) None of the above
What is the output of this C code?
#include
int main()
do
printf(“Inside while loop”);
while(0);
printf{“After while loop™);
1
(മ Infinite loop
(B) Compilation error
(C) After while loop
(D) Inside while loop After while loop
The Euler’s formulae for buckling load for a column for both ends fixed condition is :
ல வம் (8) 7
7ه ا © धन / 22
The deflection at the free end of a cantilever of length L due to a concentrated load of W ३६ ३
distance of L/2 from the free end is :
(ಯ). 5113/4881 © 7
(0. 5872138481 (D) ۷۶/847٢
The diagram with direct stress along x-axis and shearing stress along y-axis 18 ೧೫1196 :
(ಯ) Mohr's circle (B) Stress block diagram
(C) Influence line diagram യ Eddy's diagram
For a cantilever beam of length L, the shear force diagram is a rectangle of size P x L.
Then, the value of maximum bending moment is :
(A) 2PL © ೫1/2
(0 PL യ 71/4
A three hinged parabolic arch of span 20 m and central rise 4m is loaded with 4 kN
concentrated load at 4m from the left end support. The horizontal thrust at the left end
support 18 :
(ക 3kN ര 4kN
(© 2130 (0) 188
9 139/2016
[೫.7.0]