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 2016 Set 2
MCQ (Single Correct Answer)
+2
-0.6
Consider the structural system shown in the figure under the action of weight $$W.$$ All the joints are hinged. The properties of the members in terms of length $$(L),$$ area $$(A)$$ and the modulus of elasticity $$(E)$$ are also given in the figure. Let $$L,A$$ and $$E$$ be $$1$$ $$m,$$ $$0.05$$ $${m^2}$$ and $$30 \times {10^6}\,\,N/{m^2},\,\,$$ respectively, and $$W$$ be $$100$$ $$kN.$$ GATE CE 2016 Set 2 Structural Analysis - Energy Principle Question 4 English

Which one of the following sets gives the correct values of the force, stress and change in length of the horizontal member $$QR$$?

A
Compressive force $$=25$$ $$kN;$$
Stress $$ = 250\,kN/{m^2},$$
Shortening $$=0.0118$$ $$m$$
B
Compressive force $$=14.14$$ $$kN;$$
Stress $$ = 141.4\,kN/{m^2},$$
Shortening $$=0.0118$$ $$m$$
C
Compressive force $$=100$$ $$kN;$$
Stress $$ = 1000\,kN/{m^2},$$
Shortening $$=0.0417$$ $$m$$
D
Compressive force $$=100$$ $$kN;$$
Stress $$ = 1000\,kN/{m^2},$$
Shortening $$=0.0417$$ $$m$$
2
GATE CE 2015 Set 1
Numerical
+2
-0
For the $$2D$$ truss with the applied loads shown below, the strain energy in the member $$XY$$ is _______________ $$kN$$-$$m$$. For member $$XY$$, assume $$AE = 30$$ $$kN,$$ where $$A$$ is cross-section area and $$E$$ is the modulus of elasticity. GATE CE 2015 Set 1 Structural Analysis - Energy Principle Question 5 English
Your input ____
3
GATE CE 2014 Set 1
Numerical
+2
-0
For the truss shown below, the member $$PQ$$ is short by $$3$$ $$mm.$$ The magnitude of vertical displacement of joint $$R$$ (in $$mm$$) is ______________________ GATE CE 2014 Set 1 Structural Analysis - Energy Principle Question 6 English
Your input ____
4
GATE CE 2013
Numerical
+2
-0
A uniform beam ($$EI=$$ constant) $$PQ$$ in the form of a quarter-circle of radius $$R$$ is fixed at end $$P$$ and free at the end $$Q,$$ where a load $$W$$ is applied as shown. The vertical downward displacement, $${\delta _q},$$ at the loaded point $$Q$$ is given by : $${\delta _q} = \beta \left( {{{W{R^3}} \over {EI}}} \right).$$

Find the value of $$\beta $$(correct to $$4-$$decimal places). _____________________

GATE CE 2013 Structural Analysis - Energy Principle Question 9 English
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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