D:-V.T. Bhattathirippad
Correct Answer:- Option-A
Question19:-Name the founder of "Ezhava Mahasabha"
A:-C. Kesavan
B:-Kumaran Asan
C:-Dr. Palpu
D:-Sree Narayana பய
Correct Answer:- Option-C
Question20:-The first day session of the Constituent Assembly of India was chaired by
A:-Alladi Krishnaswami lyer
B:-Kanaiyalal Maneklal Munshi
C:-Bhogaraju Pattabhi Sitaramayya
D:-Dr. Sachchidanand Sinha
Correct Answer:- Option-D
Question21:-If “p_1" and *p_2" are the principle stresses in a two dimensional stress state, the maximum shear stress is
given by
A-'sqr{p_1°2 + p_2~2}"
B:-'sqri{p_1p_2}"
© {( 1 - 0. 2))/{2}
D:-zero
Correct Answer:- Option-C

Question22:-The deflection at free end of a uniform cantilever beam of span Land with flexural rigidity El subjected to
moment M at free end is

:-* ‏*"(اع11/)3م"‎
‎Correct Answer:- Option-A
Question23:-For a uniform elastic long column with flexural rigidity El has one end fixed and the other end is free. The
distance between fixed end and free end is L. For this column, the expression for crippling load is given by
&:- (9^2 €|) /1^2)`
8;-:(೧172 ₹1) /(41^2}`
0;-(40172 ₹0 (1-27
0:- (20^2 £) /॥ ^2}`
Correct Answer:- Option-B
Question24:-Consider the three statements S1, 52 and 93 given below.

S1: A two hinged arch is statically determinate.
52 : A three hinged arch is statically indeterminate.
53 : Eddy's theorem is not applicable to ടല hinged arches.

Pick the correct choice about 51, 52 and 53 from the following :

A:-Both S1 and S2 are comrect and 53 is incomect

B:-Both 51 and S2 are incorrect and 53 is (भातं

@:-51, 52 and S3 are comect

D:-51, 52 and 53 are incomrect

Correct Answer:- Option-D
Question25:-Consider a uniform simply supported beam AB of span 6 m. The maximum ordinate of influence line diagram
for bending moment corresponding to a single concentrated unit load on the beam is

2ھ

B:-1

6:32

D:-2

Correct Answer:- Option-C
Question26:-A uniform beam ABC has ends A and C fixed which are 6 m apart and is supported by a roller at B, which ‏ىا‎
‎located at 4 m from A between A and C. For moment distribution method of analysis, the distribution factors **DF_{BA}""
and “"DF_{BC}" are respectively:

A-1/3 2೧6 2/3

B:-1/4 and 3/4