1
GATE CE 1992
MCQ (Single Correct Answer)
+1
-0.3
The axial load carrying capacity of a long column of given material. Cross-sectional area, $$A$$ and length, $$L$$ is governed by
A
Strength of its material only
B
Its flexural rigidity only
C
Its slenderness ratio only
D
Both flexural rigidity and slenderness ratio
2
GATE CE 1992
MCQ (Single Correct Answer)
+2
-0.6
The plane structure shown below is GATE CE 1992 Structural Analysis - Stability and Static Indeterminacy Question 5 English
A
stable and determinate
B
stable and indeterminate
C
unstable and determinate
D
unstable and indeterminate
3
GATE CE 1992
MCQ (Single Correct Answer)
+2
-0.6
A plane frame $$ABCDEFGH$$ shown in figure below has clamp supports at A and axial force release (horizontal sleeve) at $$'C'$$ and moment release (hinge) at $$E.$$ The static indeterminacy of the frame is GATE CE 1992 Structural Analysis - Stability and Static Indeterminacy Question 4 English
A
$$4$$
B
$$3$$
C
$$2$$
D
$$1$$
4
GATE CE 1992
Numerical
+2
-0
Determine the degrees of freedom of the following frame GATE CE 1992 Structural Analysis - Indeterminacy Question 5 English
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