Structural Analysis
Energy Principle
Marks 1Marks 2
Stability and Static Indeterminacy
Marks 1Marks 2
Methods of Analysis
Marks 1Marks 2
Indeterminacy
Marks 1Marks 2
Arches and Cable
Marks 1Marks 2
Slope Deflection Method
Marks 1Marks 2
Matrix Method
Marks 1Marks 2
Moment Distribution Method
Marks 1Marks 2
Influence Line Diagram
Marks 1Marks 2
Plastic Analysis
Marks 1Marks 2Marks 5
1
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
Match the information given in Group $$-$$ $${\rm I}$$ with those in Group $$-$$ $${\rm II}.$$ GATE CE 2014 Set 1 Structural Analysis - Plastic Analysis Question 29 English
A
$$P - 1;\,\,Q - 2;\,\,R - 3;\,\,S - 4$$
B
$$P - 2;\,\,Q - 1;\,\,R - 4;\,\,S - 3$$
C
$$P - 3;\,\,Q - 4;\,\,R - 2;\,\,S - 1$$
D
$$P - 4;\,\,Q - 3;\,\,R - 2;\,\,S - 1$$
2
GATE CE 2013
MCQ (Single Correct Answer)
+1
-0.3
As per $$IS$$ $$800:2007$$ the cross-section in which the extreme fiber can reach the yield stress, but cannot develop the plastic moment of resistance due to failure by local buckling is classified as
A
Plastic section
B
Compact section
C
Semi compact section
D
Shear section
3
GATE CE 2009
MCQ (Single Correct Answer)
+1
-0.3
In the theory of plastic bending of beams, the ratio of plastic moment to yield moment is called
A
Shape factor
B
Plastic section modulus
C
Modulus of resilience
D
Rigidity modulus
4
GATE CE 2008
MCQ (Single Correct Answer)
+1
-0.3
The shape of the cross-section, which has the largest shape factor, is
A
Rectangular
B
$${\rm I}$$-section
C
Diamond
D
Solid circular
GATE CE Subjects
Engineering Mechanics
Strength of Materials Or Solid Mechanics
Structural Analysis
Construction Material and Management
Reinforced Cement Concrete
Steel Structures
Geotechnical Engineering
Fluid Mechanics and Hydraulic Machines
Hydrology
Irrigation
Geomatics Engineering Or Surveying
Environmental Engineering
Transportation Engineering
Engineering Mathematics
General Aptitude