GATE CE 2007 | GATE CE Year Wise Previous Years Questions

GATE CE 2007

MCQ (Single Correct Answer)

-0.6

The maximum and minimum shear stresses in a hollow circular shaft of outer diameter $$20$$ $$mm$$ and thickness $$2$$ $$mm,$$ subjected to a torque of $$92.7$$ $$N.m$$ will be

$$59$$ $$MPa$$ and $$47.2$$ $$MPa$$

$$100$$ $$MPa$$ and $$80$$ $$MPa$$

$$118$$ $$MPa$$ and $$160$$ $$MPa$$

$$200$$ $$MPa$$ and $$160$$ $$MPa$$

GATE CE 2007

MCQ (Single Correct Answer)

-0.6

A two span continuous beam having equal spans each of length $$L$$ is subjected to a uniformly distributed load $$\omega $$ per unit length. The beam has constant flexural rigidity.

The bending moment at the middle support is

$${{w{L^2}} \over 4}$$

$${{w{L^2}} \over 8}$$

$${{w{L^2}} \over 12}$$

$${{w{L^2}} \over 16}$$

GATE CE 2007

MCQ (Single Correct Answer)

-0.6

A two span continuous beam having equal spans each of length $$L$$ is subjected to a uniformly distributed load $$\omega $$ per unit length. The beam has constant flexural rigidity.

The reaction at the middle support is

$$w$$ $$L$$

$${{5wL} \over 2}$$

$${{5wL} \over 4}$$

$${{5wL} \over 8}$$

GATE CE 2007

MCQ (Single Correct Answer)

-0.6

A steel column, pinned at both ends, has a buckling load of $$200$$ $$kN.$$ If the column is restrained against lateral movement at its mid-height, its buckling load will be

$$200$$ $$kN$$

$$283$$ $$kN$$

$$400$$ $$kN$$

$$800$$ $$kN$$

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