1
GATE ME 2016 Set 3
+2
-0.6
A beam of length $$L$$ is carrying a uniformly distributed load $$w$$ per unit length. The flexural rigidity of the beam is $$EI$$. The reaction at the simple support at the right end is
A
$${{wL} \over 2}$$
B
$${{3wL} \over 8}$$
C
$${{wL} \over 4}$$
D
$${{wL} \over 8}$$
2
GATE ME 2016 Set 2
+2
-0.6
A simply supported beam of length $$2L$$ is subjected to a moment $$M$$ at the mid-point $$x = 0$$ as shown in the figure. The deflection in the domain $$0 \le x \le L$$ is given by $$W = {{ - Mx} \over {12EIL}}\left( {L - x} \right)\left( {x + c} \right)$$\$

Where $$E$$ is the Young’s modulus, $$I$$ is the area moment of inertia and $$c$$ is a constant (to be determined).

The slope at the center $$X=0$$ is

A
$$ML/(2EI)$$
B
$$ML/(3EI)$$
C
$$ML/(6EI)$$
D
$$ML/(12EI)$$
3
GATE ME 2015 Set 2
Numerical
+2
-0
A cantilever beam with square cross-section of 6 mm side is subjected to a load of 2kN normal to the top surface as shown in figure. The Young’s modulus of elasticity of the material of the beam is 210 GPa. The magnitude of slope (in radian) at Q (20 mm from the fixed end) is ________
4
GATE ME 2015 Set 1
Numerical
+2
-0
A cantilever beam with flexural rigidity of 200 N.m2 is loaded as shown in the figure. The deflection (in mm) at the tip of the beam is _______ .