1
GATE CE 2006
+2
-0.6
Consider a propped cantilever $$ABC$$ under two loads of magnitude $$P$$ each as shown in figure below. Flexural rigidity of the beam is $$EI$$.

The rotation at $$B$$ is

A
$${{5PLa} \over {16EI}}\left( {clockwise} \right)$$
B
$${{5PLa} \over {16EI}}\left( {anti-clockwise} \right)$$
C
$${{59PLa} \over {16EI}}\left( {clockwise} \right)$$
D
$${{59PLa} \over {16EI}}\left( {anti-clockwise} \right)$$
2
GATE CE 2006
+2
-0.6
Consider a propped cantilever $$ABC$$ under two loads of magnitude $$P$$ each as shown in figure below. Flexural rigidity of the beam is $$EI$$.

The reaction at $$C$$ is

A
$${{9Pa} \over {16L}}\left( {upwards} \right)$$
B
$${{9Pa} \over {16L}}\left( {downwards} \right)$$
C
$${{9Pa} \over {8L}}\left( {upwards} \right)$$
D
$${{9Pa} \over {8L}}\left( {downwards} \right)$$
3
GATE CE 2004
+2
-0.6
For the linear elastic beam shown in the figure, the flexural rigidity, $$EI$$ is $$781250\,\,kN$$ - $${m^2}.$$ When $$w=10$$ $$kN/m,$$ the vertical reaction $${R_A}$$ at $$A$$ is $$50$$ $$kN.$$ The value of $${R_A}$$ for $$w = 100\,kN/m$$ is
A
$$500$$ $$kN$$
B
$$425$$ $$kN$$
C
$$250$$ $$kN$$
D
$$75$$ $$kN$$
GATE CE Subjects
Construction Material and Management
Geomatics Engineering Or Surveying
Engineering Mechanics
Transportation Engineering
Environmental Engineering
Geotechnical Engineering
Fluid Mechanics and Hydraulic Machines
General Aptitude
EXAM MAP
Medical
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