1
GATE CE 1994
MCQ (Single Correct Answer)
+2
-0.6
A cantilever beam of span $$l$$ subjected to a uniformly distributed load $$'w'$$ per unit length resting on a rigid prop at the tip of cantilever. The magnitude of the reaction of at the prop is
A
$${1 \over 8}w\ell $$
B
$${2 \over 8}w\ell $$
C
$${3 \over 8}w\ell $$
D
$${4 \over 8}w\ell $$
2
GATE CE 1994
MCQ (Single Correct Answer)
+1
-0.3
For a given shear force across a symmetrical $${\rm I}$$-section, the intensity of shear is maximum at
A
Extreme fibres
B
Centroid of the section
C
At the junction of the flange and the web on the web
D
At the junction of the flange and the web but on the flange
3
GATE CE 1994
MCQ (Single Correct Answer)
+1
-0.3
A cantilever beam curved in plan and subjected to lateral loads will develop at any section
A
Bending moment and shearing force
B
Bending moment and twisting moment
C
Twisting moment and shearing force
D
Bending moment, twisting moment and shearing force
4
GATE CE 1994
MCQ (Single Correct Answer)
+2
-0.6
The state of two dimensional stresses acting on a concrete lamina consists of a direct tensile stress, $${\sigma _x} = 1.5\,\,N/m{m^2},$$ and shear stress, $$\tau = 1.20\,N/m{m^2},$$ which cause cracking of concrete. Then the tensile strength of the concrete in $$N/m{m^2}$$ is
A
$$1.50$$
B
$$2.08$$
C
$$2.17$$
D
$$2.29$$
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