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 1997
MCQ (Single Correct Answer)
+2
-0.6
The order for the flexibility matrix for a structure is,
A
equal to the number of redundant forces
B
more than the number of redundant forces
C
less than the number of redundant forces
D
equal to the number of redundant forces plus three
2
GATE CE 1996
MCQ (Single Correct Answer)
+2
-0.6
Horizontal stiffness coefficient, $${K_{11}}$$ of bar $$ab$$ is given by, GATE CE 1996 Structural Analysis - Matrix Method Question 3 English
A
$${{AE} \over {L\sqrt 2 }}$$
B
$${{AE} \over {2L}}$$
C
$${{AE} \over L}$$
D
$${{2AE} \over L}$$
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