1
GATE CE 1993
MCQ (Single Correct Answer)
+2
-0.6
The plane figure shown below is GATE CE 1993 Structural Analysis - Stability and Static Indeterminacy Question 1 English
A
stable and statically determinate
B
unstable and statically determinate
C
stable and statically indeterminate
D
unstable and statically indeterminate
2
GATE CE 1993
Numerical
+1
-0
The degrees of freedom of the following frames is ___________ GATE CE 1993 Structural Analysis - Indeterminacy Question 12 English
Your input ____
3
GATE CE 1993
MCQ (Single Correct Answer)
+2
-0.6
Method of Indeterminate structural analysis may be grouped under force method or displacement method. Which of the groupings given below is correct?
A
Force method : Moment distribution method, Consistent deformation method;
Displacement method : Method of three moments, Slope deflection method.
B
Force method : Method of three moments, Consistent deformation method;
Displacement method : Moment distribution method, Slope deflection method.
C
Force method : Slope deflection method, Consistent deformation method;
Displacement method : Moment distribution method, Method of three moments.
D
Force method : Moment distribution method of three moments;
Displacement method : Slope deflection method, Consistent declamation method.
4
GATE CE 1993
MCQ (Single Correct Answer)
+1
-0.3
Equilibrium condition, yield conditions $$\left( {M \le {M_p}} \right)$$ and mechanism condition (formation of a plastic collapse mechanism) are the conditions to be satisfied by any correct plastic analysis results. Which of the above conditions does the statical methods of plastic analysis consider?
A
Equilibrium condition alone
B
Equilibrium and mechanism conditions
C
Yield and mechanism conditions
D
Equilibrium and yield conditions
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