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GATE CE 2022 Set 1
Numerical
+2
-0.67

Consider the linearly elastic plane frame shown in the figure. Members HF, FK and FG are welded together at joint F. Joints K, G and H are fixed supports. A counter-clockwise moment M is applied at joint F. Consider flexural rigidity El = 105 kN-m2 for each member and neglect axial deformations.

GATE CE 2022 Set 1 Structural Analysis - Methods of Analysis Question 2 English

If the magnitude (absolute value) of the support moment at H is 10 kN-m, the magnitude (absolute value) of the applied moment M (in kN-m) to maintain static equilibrium is ___________. (round off to the nearest integer)

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2
GATE CE 2005
MCQ (Single Correct Answer)
+2
-0.6
Match List - $${\rm I}$$ with List - $${\rm II}$$ and select the correct answer using the codes given below the lists : GATE CE 2005 Structural Analysis - Methods of Analysis Question 3 English
A
$$A - 1,\,\,B - 2,\,\,C - 1,\,\,D - 2$$
B
$$A - 1,\,\,B - 1,\,\,C - 2,\,\,D - 2$$
C
$$A - 2,\,\,B - 2,\,\,C - 1,\,\,D - 1$$
D
$$A - 2,\,\,B - 1,\,\,C - 2,\,\,D - 1$$
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.
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