1
GATE CE 2014 Set 2
+2
-0.6
The values of axial stress $$\left( \sigma \right)$$ in $$kN/{m^2},$$ bending moment $$(M)$$ in $$kNm,$$ and shear force $$(V)$$ in $$kN$$ acting at point $$P$$ for the arrangement shown in the figure are respectively.
A
$$1000,75$$ and $$25$$
B
$$1250, 150$$ and $$50$$
C
$$1500,225$$ and $$75$$
D
$$1750,300$$ and $$100$$
2
GATE CE 2013
Numerical
+2
-0
A uniform beam weighing $$1800$$ $$N$$ is supported at $$E$$ and $$F$$ by cable $$ABCD$$. Determine the tension (in $$N$$) in segment $$AB$$ of this cable (correct to $$1$$-decimal place). Assume the cables $$ABCD$$, $$BE$$ and $$CF$$ to be weightless ________
3
GATE CE 2010
+2
-0.6
Two people weighing W each are sitting on a plank of length $$L$$ floating on water at $$L/4$$ from either end. Neglecting the weight of the plank, the bending moment at the center of the plank is
A
$${{WL} \over 8}$$
B
$${{WL} \over {16}}$$
C
$${{WL} \over {32}}$$
D
zero
4
GATE CE 2010
+2
-0.6
For the simply supported beam of length $$L,$$ subjected to a uniformly distributed moment $$(M)$$ $$kN$$-$$m$$ per unit length as shown in the figure, the bending moment (in $$kN$$-$$m$$) at the mid-span of the beam is
A
zero
B
$$M$$
C
$$ML$$
D
$$M/L$$
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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