1
GATE CE 1995
MCQ (Single Correct Answer)
+2
-0.6
A propped cantilever beam of span $$L,$$ is loaded with uniformly distributed load of intensity $$w/unit$$ length, all through the span. Bending moment at the fixed end is
A
$${{w{L^2}} \over 8}$$
B
$${{w{L^2}} \over 2}$$
C
$${{w{L^2}} \over {12}}$$
D
$${{w{L^2}} \over {24}}$$
2
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
$${4 \over 8}w\ell $$
3
GATE CE 1993
MCQ (Single Correct Answer)
+2
-0.6
A simply supported beam of span length $$L$$ and flexural stiffness $$EI$$ has another spring support at the center span of stiffness $$K$$ as shown in fig. The central deflection of the beam due to a central concentrated load of $$P$$ would be GATE CE 1993 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 15 English
A
$$\left( {P{L^3}/48EI} \right) + \left( {P/K} \right)$$ v
B
$$P/\left( {\left( {48EI/{L^3}} \right) - K} \right)$$
C
$$\left( {P{L^3}/48EI} \right) - \left( {P/K} \right)$$
D
$$P/\left( {\left( {48EI/{L^3}} \right) + K} \right)$$
4
GATE CE 1992
MCQ (Single Correct Answer)
+2
-0.6
A cantilever beam of span, $$'L'$$ is subjected to a downward load of $$800$$ $$kN$$ uniformly distributed over its length and a concentrated upward load $$P$$ at its free end. For vertical displacement to be zero at the free end, the value of $$P$$ is:
A
$$300$$ $$kN$$
B
$$500$$ $$kN$$
C
$$800$$ $$kN$$
D
$$1,000$$ $$kN$$
GATE CE Subjects
Fluid Mechanics and Hydraulic Machines
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