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1
GATE ME 2009
MCQ (Single Correct Answer)
+2
-0.6
A triangular-shaped cantilever beam of uniform- thickness is shown in the figure. The young's modulus of the material of the beam is $$E$$. $$A$$ concentrated load $$P$$ is applied at the free end of the beam. GATE ME 2009 Strength of Materials - Deflection of Beams Question 14 English

The maximum deflection of the beam is

A
$${{24P{L^3}} \over {Eb{t^3}}}$$
B
$${{12P{L^3}} \over {Eb{t^3}}}$$
C
$${{8P{L^3}} \over {Eb{t^3}}}$$
D
$${{6P{L^3}} \over {Eb{t^3}}}$$
2
GATE ME 2009
MCQ (Single Correct Answer)
+2
-0.6
A frame of two arms of equal length $$L$$ is shown in the adjacent figure. The flexural rigidity of each arm of the frame is $$EI$$. The vertical deflection at the point of application of load $$P$$ is GATE ME 2009 Strength of Materials - Deflection of Beams Question 16 English
A
$${{P{L^3}} \over {3EI}}$$
B
$${2{P{L^3}} \over {3EI}}$$
C
$${{P{L^3}} \over {EI}}$$
D
$${4{P{L^3}} \over {3EI}}$$
3
GATE ME 2009
MCQ (Single Correct Answer)
+2
-0.6
A triangular-shaped cantilever beam of uniform- thickness is shown in the figure. The young's modulus of the material of the beam is $$E$$. $$A$$ concentrated load $$P$$ is applied at the free end of the beam. GATE ME 2009 Strength of Materials - Deflection of Beams Question 15 English

The area moment of inertia of inertia about the neutral axis of a cross-section at a distance $$x$$ measured from the free end is

A
$${{bx{t^3}} \over {6L}}$$
B
$${{bx{t^3}} \over {12L}}$$
C
$${{bx{t^3}} \over {24L}}$$
D
$${{x{t^3}} \over {12}}$$
4
GATE ME 2007
MCQ (Single Correct Answer)
+2
-0.6
A uniformly loaded propped cantilever beam and its free body diagram are shown below. The reactions are GATE ME 2007 Strength of Materials - Deflection of Beams Question 3 English
A
$${R_1} = {{5qL} \over 8},{R_2} = {{3qL} \over 8},M = {{q{L^2}} \over 8}$$
B
$${R_1} = {{3qL} \over 8},{R_2} = {{5qL} \over 8},M = {{q{L^2}} \over 8}$$
C
$${R_1} = {{5qL} \over 8},{R_2} = {{3qL} \over 8},M = 0$$
D
$${R_1} = {{3qL} \over 8},{R_2} = {{35qL} \over 8},M = 0$$
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