1
GATE CE 2007
+2
-0.6
A two span continuous beam having equal spans each of length $$L$$ is subjected to a uniformly distributed load $$\omega$$ per unit length. The beam has constant flexural rigidity.

The reaction at the middle support is

A
$$w$$ $$L$$
B
$${{5wL} \over 2}$$
C
$${{5wL} \over 4}$$
D
$${{5wL} \over 8}$$
2
GATE CE 2006
+2
-0.6
Consider the beam $$AB$$ shown in the figure below. Part $$AC$$ of the beam is rigid while Part $$CB$$ has the flexural rigidity $$EI$$. Identify the correct combination of deflection at end $$B$$ and bending moment at end $$A,$$ respectively.
A
$${{P{L^3}} \over {3EI}},2PL$$
B
$${{P{L^3}} \over {3EI}},PL$$
C
$${{8P{L^3}} \over {3EI}},2PL$$
D
$${{8P{L^3}} \over {3EI}},PL$$
3
GATE CE 2003
+2
-0.6
A $$''H''$$ Shaped frame of uniform flexural rigidity $$EI$$ is loaded as shown in the figure. The relative outward displacement between points $$K$$ and $$O$$ is
A
$${{R\,L{h^2}} \over {EI}}$$
B
$${{R\,{L^2}h} \over {EI}}$$
C
$${{R\,L{h^2}} \over {3EI}}$$
D
$${{R\,{L^2}h} \over {4EI}}$$
4
GATE CE 2002
+2
-0.6
In the propped cantilever beam carrying a uniformly distributed load of $$w$$-$$kN/m,$$ shown in the following figure, the reaction at the support $$'B'$$ is
A
$${5 \over 8}wL$$
B
$${3 \over 8}wL$$
C
$${1 \over 2}wL$$
D
$${3 \over 4}wL$$
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