1
GATE CE 2003
MCQ (Single Correct Answer)
+1
-0.3
For linear elastic systems, the type of displacement function for the strain energy is
A
Linear
B
Quadratic
C
Cubic
D
Quartic
2
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
A $$''H''$$ Shaped frame of uniform flexural rigidity $$EI$$ is loaded as shown in the figure. The relative outward displacement between points $$K$$ and $$O$$ is GATE CE 2003 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 13 English
A
$${{R\,L{h^2}} \over {EI}}$$
B
$${{R\,{L^2}h} \over {EI}}$$
C
$${{R\,L{h^2}} \over {3EI}}$$
D
$${{R\,{L^2}h} \over {4EI}}$$
3
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
4
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
List - $${\rm I}$$ shows different loads acting on a beam and list - $${\rm II}$$ shows different bending moment distributions. Match the load with the corresponding bending moment diagram. GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 9 English 1 GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 9 English 2
A
$$A - 4,\,\,B - 2,\,\,C - 1,\,\,D - 3$$
B
$$A - 5,\,\,B - 4,\,\,C - 1,\,\,D - 3$$
C
$$A - 5,\,\,B - 5,\,\,C - 3,\,\,D - 1$$
D
$$A - 2,\,\,B - 4,\,\,C - 1,\,\,D - 3$$
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