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GATE CE 1997

MCQ (Single Correct Answer)

-0.3

Allowable average shear stress in an unstiffened web for beams made of steel of grade $$250\,\,N/m{m^2}$$ is

$$250\,\,N/m{m^2}$$

$$165\,\,N/m{m^2}$$

$$150\,\,N/m{m^2}$$

$$100\,\,N/m{m^2}$$

GATE CE 1997

MCQ (Single Correct Answer)

-0.3

A small element at the critical section of component is in a state of stress with the two principal stresses being $$360$$ $$MPa$$ and $$140$$ $$MPa$$ . The maximum shear stress is

$$220$$ $$MPa$$

$$180$$ $$MPa$$

$$314$$ $$MPa$$

$$330$$ $$MPa$$

GATE CE 1997

MCQ (Single Correct Answer)

-0.6

A cantilever beam of span $$'L'$$ is loaded with a concentrated load $$'P'$$ at the free end. Deflection of the beam at the free end is

$${{P{L^3}} \over {78EI}}$$

$${{5P{L^3}} \over {384EI}}$$

$${{P{L^3}} \over {3EI}}$$

$${{P{L^3}} \over {6EI}}$$

GATE CE 1997

MCQ (Single Correct Answer)

-0.6

The degree of Kinematic Indeterminacy of the rigid frame with clamped ends at $$A$$ and $$D$$ shown in the fig. is GATE CE 1997 Structural Analysis - Indeterminacy Question 3 English

GATE CE 1997 Structural Analysis - Indeterminacy Question 3 English

$$4$$

$$3$$

$$2$$

Zero

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2018