GATE CE 1996 | GATE CE Year Wise Previous Years Questions

GATE CE 1996

MCQ (Single Correct Answer)

-0.6

Reaction at support $$'B'$$ of the structure shown is GATE CE 1996 Structural Analysis - Arches and Cable Question 5 English

$$P$$

$$P\sqrt 2 $$

$${P \over {\sqrt 2 }}$$

$${P \over 2}$$

GATE CE 1996

MCQ (Single Correct Answer)

-0.6

$$M$$-$$\theta $$ relationship for a simply supported beam shown below is given by GATE CE 1996 Structural Analysis - Moment Distribution Method Question 12 English

GATE CE 1996 Structural Analysis - Moment Distribution Method Question 12 English

$${{ML} \over {EI}} = 2\theta $$

$${{ML} \over {EI}} = 3\theta $$

$${{ML} \over {EI}} = 4\theta $$

$${{ML} \over {EI}} = 6\theta $$

GATE CE 1996

MCQ (Single Correct Answer)

-0.6

Rotational stiffness-coefficient, $${K_{11}}$$ for the frame having two members of equal $$EI/L$$ is given by. GATE CE 1996 Structural Analysis - Moment Distribution Method Question 11 English

GATE CE 1996 Structural Analysis - Moment Distribution Method Question 11 English

$${{5EI} \over \ell }$$

$${{6EI} \over \ell }$$

$${{7EI} \over \ell }$$

$${{8EI} \over \ell }$$

GATE CE 1996

MCQ (Single Correct Answer)

-0.6

Bending moments at joint $$b$$ and $$C$$ of the portal frame are respectively, GATE CE 1996 Structural Analysis - Moment Distribution Method Question 10 English

GATE CE 1996 Structural Analysis - Moment Distribution Method Question 10 English

$$ + {{PL} \over 2}, - {{PL} \over 2}$$

$$ + {{PL} \over 2}, + {{PL} \over 2}$$

$$ + {{PL} \over 4}, - {{PL} \over 4}$$

$$ + {{PL} \over 4}, + {{PL} \over 4}$$

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