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 14 English

GATE CE 2003 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 14 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

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 10 English 1

GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 10 English 1

GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 10 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 13 English

GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 13 English

Bending moment and axial force only

Bending moment and shear force only

Axial force only

Bending moment only

GATE CE 2003

MCQ (Single Correct Answer)

-0.3

A long structural column (length $$-L$$) with both ends hinged is acted upon by an axial compressive load $$P.$$ The differential equation governing the bending of column is given by: $$$EI{{{d^2}y} \over {d{x^2}}} = - Py$$$

Where $$y$$ is the structural lateral deflection and $$EI$$ is the flexural rigidity. The first critical load on column responsible for its buckling is given by

$${{{\pi ^2}EI} \over {{L^2}}}$$

$${{\sqrt {2{\pi ^2}EI} } \over {{L^2}}}$$

$${{2{\pi ^2}EI} \over {{L^2}}}$$

$${{4{\pi ^2}EI} \over {{L^2}}}$$

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