GATE CE 2010 | GATE CE Year Wise Previous Years Questions

GATE CE 2010

MCQ (Single Correct Answer)

-0.6

For the simply supported beam of length $$L,$$ subjected to a uniformly distributed moment $$(M)$$ $$kN$$-$$m$$ per unit length as shown in the figure, the bending moment (in $$kN$$-$$m$$) at the mid-span of the beam is GATE CE 2010 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 17 English

GATE CE 2010 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 17 English

zero

$$M$$

$$ML$$

$$M/L$$

GATE CE 2010

MCQ (Single Correct Answer)

-0.6

Two people weighing W each are sitting on a plank of length $$L$$ floating on water at $$L/4$$ from either end. Neglecting the weight of the plank, the bending moment at the center of the plank is

$${{WL} \over 8}$$

$${{WL} \over {16}}$$

$${{WL} \over {32}}$$

zero

GATE CE 2010

MCQ (Single Correct Answer)

-0.6

In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 9 English

GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 9 English

The deflection and slope of the beam at $$'Q'$$ are respectively

$${{5W{L^3}} \over {6EI}}$$ and $${{3W{L^2}} \over {2EI}}$$

$${{W{L^3}} \over {6EI}}$$ and $${{W{L^2}} \over {2EI}}$$

$${{W{L^3}} \over {2EI}}$$ and $${{W{L^2}} \over {EI}}$$

$${{W{L^3}} \over {3EI}}$$ and $${{3W{L^2}} \over {2EI}}$$

GATE CE 2010

MCQ (Single Correct Answer)

-0.3

The effective length of a column of length $$L$$ fixed against rotation and translation at one end is

$$0.5$$ $$L$$

$$0.7$$ $$L$$

$$1.414$$ $$L$$

$$2$$ $$L$$

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