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1
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
A simply supported beam of uniform rectangular cross-section of width $$b$$ and depth $$h$$ is subjected to linear temperature gradient, $${0^ \circ }$$ at the top $${T^ \circ }$$ at the bottom, as shown in the figure. The coefficient of linear expansion of the beam material is $$\alpha .$$ This resulting vertical deflection at the mid-span of the beam is GATE CE 2003 Strength of Materials Or Solid Mechanics - Pure Bending Question 2 English
A
$${{\alpha {\mkern 1mu} {\mkern 1mu} T{h^2}} \over {8L}}{\mkern 1mu} $$ upward
B
$${{\alpha \,\,T{L^2}} \over {8h}}\,\,$$ upward
C
$${{\alpha {\mkern 1mu} {\mkern 1mu} T{h^2}} \over {8L}}{\mkern 1mu} $$ downward
D
$${{\alpha \,\,T{L^2}} \over {8h}}\,\,$$ downward
2
GATE CE 1992
MCQ (Single Correct Answer)
+2
-0.6
The maximum bending stress induced in a steel wire of modulus of elasticity $$200$$ $$kN/m{m^2}$$ and diameter $$1$$ $$mm$$ when wound on a drum of diameter $$1$$ $$m$$ is approximately equal to
A
$$50\,N/m{m^2}$$
B
$$100\,N/m{m^2}$$
C
$$200\,N/m{m^2}$$
D
$$400\,N/m{m^2}$$
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Pure Bending Shear Stress In Beams Simple Stresses Complex Stress Centroid and Moment of Inertia Torsion Shear Force and Bending Moment Deflection of Beams Thin Cylinder Strain Energy Method Columns and Struts Propped Cantilever Beam
Reinforced Cement Concrete
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