GATE CE 2010 | GATE CE Year Wise Previous Years Questions

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 8 English

GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 8 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)

-0.6

GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 7 English

The deflection of the beam at $$' R '$$ is

$${{8W{L^3}} \over {EI}}$$

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

$${{7W{L^3}} \over {3EI}}$$

$${{8W{L^3}} \over {6EI}}$$

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

$$0.5$$ $$L$$

$$0.7$$ $$L$$

$$1.414$$ $$L$$

$$2$$ $$L$$

GATE CE 2010

MCQ (Single Correct Answer)

-0.6

A three hinged parabolic arch having a span of $$20$$ $$m$$ and a rise of $$5$$ $$m$$ carries a point load of $$10$$ $$kN$$ at quarter span from the left end as shown in the figure. The resultant reaction at the left support and its inclination with the horizontal are respectively GATE CE 2010 Structural Analysis - Arches and Cable Question 4 English

GATE CE 2010 Structural Analysis - Arches and Cable Question 4 English

$$9.01$$ $$kN$$ and $${56.31^ \circ }$$

$$9.01$$ $$kN$$ and $${33.69^ \circ }$$

$$7.50$$ $$kN$$ and $${56.31^ \circ }$$

$$2.50$$ $$kN$$ and $${33.69^ \circ }$$

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