GATE CE 2006 | GATE CE Year Wise Previous Years Questions

GATE CE 2006

MCQ (Single Correct Answer)

-0.6

A beam with cross-section given below is subjected to a positive bending moment (causing compression at the top) of $$16$$ $$kN$$-$$m$$ acting around the horizontal axis. The tensile force acting on the hatched area of the cross-section is GATE CE 2006 Strength of Materials Or Solid Mechanics - Pure Bending Question 1 English

GATE CE 2006 Strength of Materials Or Solid Mechanics - Pure Bending Question 1 English

zero

$$5.9$$ $$kN$$

$$8.9$$ $$kN$$

$$17.8$$ $$kN$$

GATE CE 2006

MCQ (Single Correct Answer)

-0.6

A simply supported beam $$AB$$ has the bending moment diagram as shown in the following figure : GATE CE 2006 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 7 English

GATE CE 2006 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 7 English

The beam is possibly under the action of following loads

Couples of $$M$$ at $$C$$ and $$2M$$ at $$D$$

Couples of $$2$$ $$M$$ at $$C$$ and $$M$$ at $$D$$

Concentrated loads of $$M/L$$ at $$C$$ and $$2M/L$$ at $$D$$

Concentrated load of $$M/L$$ at $$C$$ and couple of $$2$$ $$M$$ at $$D$$

GATE CE 2006

MCQ (Single Correct Answer)

-0.6

For the section shown below, second moment of the area about an axis $$d/4$$ distance above the bottom of the area is GATE CE 2006 Strength of Materials Or Solid Mechanics - Centroid and Moment of Inertia Question 6 English

GATE CE 2006 Strength of Materials Or Solid Mechanics - Centroid and Moment of Inertia Question 6 English

$${{b{d^3}} \over {48}}$$

$${{b{d^3}} \over {12}}$$

$${{7b{d^3}} \over {48}}$$

$${{b{d^3}} \over 3}$$

GATE CE 2006

MCQ (Single Correct Answer)

-0.6

A thin-walled long cylindrical tank of inside radius $$'r'$$ is subjected simultaneously to internal gas pressure $$P$$ and axial compressive force $$F$$ at its ends. In order to produce 'pure shear' state of stress in the wall of the cylinder, $$F$$ should be equal to

$$P\pi {r^2}$$

$$2P\pi {r^2}$$

$$3P\pi {r^2}$$

$$4P\pi {r^2}$$

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