GATE CE 1993 | GATE CE Year Wise Previous Years Questions

GATE CE 1993

MCQ (Single Correct Answer)

-0.6

A simply supported beam of span length $$L$$ and flexural stiffness $$EI$$ has another spring support at the center span of stiffness $$K$$ as shown in fig. The central deflection of the beam due to a central concentrated load of $$P$$ would be GATE CE 1993 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 18 English

GATE CE 1993 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 18 English

$$\left( {P{L^3}/48EI} \right) + \left( {P/K} \right)$$ v

$$P/\left( {\left( {48EI/{L^3}} \right) - K} \right)$$

$$\left( {P{L^3}/48EI} \right) - \left( {P/K} \right)$$

$$P/\left( {\left( {48EI/{L^3}} \right) + K} \right)$$

GATE CE 1993

MCQ (Single Correct Answer)

-0.6

The plane figure shown below is GATE CE 1993 Structural Analysis - Stability and Static Indeterminacy Question 3 English

stable and statically determinate

unstable and statically determinate

stable and statically indeterminate

unstable and statically indeterminate

GATE CE 1993

Numerical

-0

The degrees of freedom of the following frames is ___________ GATE CE 1993 Structural Analysis - Indeterminacy Question 13 English

Your input ____

GATE CE 1993

MCQ (Single Correct Answer)

-0.6

Method of Indeterminate structural analysis may be grouped under force method or displacement method. Which of the groupings given below is correct?

Force method : Moment distribution method, Consistent deformation method;
Displacement method : Method of three moments, Slope deflection method.

Force method : Method of three moments, Consistent deformation method;
Displacement method : Moment distribution method, Slope deflection method.

Force method : Slope deflection method, Consistent deformation method;
Displacement method : Moment distribution method, Method of three moments.

Force method : Moment distribution method of three moments;
Displacement method : Slope deflection method, Consistent declamation method.

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