1
GATE CE 2014 Set 2
Numerical
+1
-0
Polar moment of inertia $$\left( {{{\rm I}_p}} \right),$$ in $$c{m^4},$$ of a rectangular section having width, $$b=2$$ $$cm$$ and depth $$d=6$$ $$cm$$ is __________
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2
GATE CE 2014 Set 2
Numerical
+2
-0
The beam of an overall depth $$250$$ $$mm$$ (shown below) is used in a building subjected to two different thermal environments. The temperatures at the top and bottom surfaces of the beam are $${36^ \circ }C$$ and $${72^ \circ }C$$ respectively. Considering coefficient of thermal expansion $$\left( \alpha \right)$$ as $$1.50 \times {10^{ - 5}}\,\,$$ per$${}^ \circ C,$$ the vertical deflection of the beam (in $$mm$$) at its mid-span due to temperature gradient is ______________ GATE CE 2014 Set 2 Strength of Materials Or Solid Mechanics - Pure Bending Question 5 English
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3
GATE CE 2014 Set 2
MCQ (Single Correct Answer)
+1
-0.3
The first moment of area about the axis of bending for a beam cross-section is
A
Moment of inertia
B
Section modulus
C
Shape factor
D
Polar moment of inertia
4
GATE CE 2014 Set 2
MCQ (Single Correct Answer)
+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. GATE CE 2014 Set 2 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 14 English
A
$$1000,75$$ and $$25$$
B
$$1250, 150$$ and $$50$$
C
$$1500,225$$ and $$75$$
D
$$1750,300$$ and $$100$$
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