GATE CE 2003 | GATE CE Year Wise Previous Years Questions

GATE CE 2003

MCQ (Single Correct Answer)

-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

GATE CE 2003 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 13 English

$${{R\,L{h^2}} \over {EI}}$$

$${{R\,{L^2}h} \over {EI}}$$

$${{R\,L{h^2}} \over {3EI}}$$

$${{R\,{L^2}h} \over {4EI}}$$

GATE CE 2003

MCQ (Single Correct Answer)

-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

GATE CE 2003 Strength of Materials Or Solid Mechanics - Pure Bending Question 2 English

$${{\alpha {\mkern 1mu} {\mkern 1mu} T{h^2}} \over {8L}}{\mkern 1mu} $$ upward

$${{\alpha \,\,T{L^2}} \over {8h}}\,\,$$ upward

$${{\alpha {\mkern 1mu} {\mkern 1mu} T{h^2}} \over {8L}}{\mkern 1mu} $$ downward

$${{\alpha \,\,T{L^2}} \over {8h}}\,\,$$ downward

GATE CE 2003

MCQ (Single Correct Answer)

-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 1

GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 9 English 2

$$A - 4,\,\,B - 2,\,\,C - 1,\,\,D - 3$$

$$A - 5,\,\,B - 4,\,\,C - 1,\,\,D - 3$$

$$A - 5,\,\,B - 5,\,\,C - 3,\,\,D - 1$$

$$A - 2,\,\,B - 4,\,\,C - 1,\,\,D - 3$$

GATE CE 2003

MCQ (Single Correct Answer)

-0.3

A curved number with a straight vertical leg is carrying a vertical load at $$Z,$$ as shown in the figure. The stress resultants in the $$XY$$ segment are. Bending movement, shear force and axial force GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 12 English

GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 12 English

Bending moment and axial force only

Bending moment and shear force only

Axial force only

Bending moment only

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