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1
GATE CE 2017 Set 2
MCQ (Single Correct Answer)
+1
-0.3
Consider the frame shown in the figure. GATE CE 2017 Set 2 Structural Analysis - Indeterminacy Question 7 English

If the axial and shear deformations in different members of the frame are assumed to be negligible, the reduction in the degree of kinematical indeterminacy would be equal to

A
$$5$$
B
$$6$$
C
$$7$$
D
$$8$$
2
GATE CE 2016 Set 2
MCQ (Single Correct Answer)
+1
-0.3
The kinematic indeterminacy of the plane truss shown in the figure is GATE CE 2016 Set 2 Structural Analysis - Indeterminacy Question 8 English
A
$$11$$
B
$$8$$
C
$$3$$
D
$$0$$
3
GATE CE 2005
MCQ (Single Correct Answer)
+1
-0.3
Considering beam as axially rigid, the degree of freedom of a plane frame shown below is GATE CE 2005 Structural Analysis - Indeterminacy Question 9 English
A
$$9$$
B
$$8$$
C
$$7$$
D
$$6$$
4
GATE CE 2001
MCQ (Single Correct Answer)
+1
-0.3
The degree of static indeterminacy, $${N_s}$$ and the degree of kinematic indeterminacy, $${N_k}$$ for the plane frame shown below, assuming axial deformations to be negligible, are given by: GATE CE 2001 Structural Analysis - Indeterminacy Question 10 English
A
$${N_s} = 6$$ and $${N_k} = 11$$
B
$${N_s} = 6$$ and $${N_k} = 6$$
C
$${N_s} = 4$$ and $${N_k} = 6$$
D
$${N_s} = 4$$ and $${N_k} = 4$$
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Structural Analysis
Matrix Method Methods of Analysis Energy Principle Arches and Cable Truss Stability and Static Indeterminacy Moment Distribution Method Indeterminacy Influence Line Diagram Plastic Analysis Slope Deflection Method
Fluid Mechanics and Hydraulic Machines
Fluid Pressure and Measurement Fluid Dynamics Drag and Lift Dimensional Analysis Flow Through Pipes Hydrostatic Forces Open Channel Flow Hydraulic Machines Boundary Layer Theory Fluid Statics Properties of Fluids
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Simple Stresses Pure Bending Centroid and Moment of Inertia Shear Stress In Beams Complex Stress Strain Energy Method Thin Cylinder Deflection of Beams Columns and Struts Shear Force and Bending Moment Torsion Propped Cantilever Beam
Reinforced Cement Concrete
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Construction Material and Management
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Geotechnical Engineering
Origin of Soils Definitions and Properties of Soils Classification of Soils and Clay Mineralogy Effective Stress and Permeability Seepage Analysis Compaction of Soil Compressibility and Consolidation Shear Strength of Soil Stress Distribution of Soil Retaining Wall and Earth Pressure Stability of Slopes Shallow Foundation Pile Foundation Soil Stabilization
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Steel Structures
Materials and Specifications Riveted Joints and Bolted Joints Compression Members Beams Plate Girder Welded Connections Tension Members Eccentric Connections
Hydrology
Precipitation and Frequency of Rainfall Data Evaporation and Transpiration Infiltration Hydrograph Flood Estimation and Flood Routing Well Hydraulics and River Gauging
Transportation Engineering
Highway Devolopment and Planning Highway Geometric Design Traffic Engineering Highway Materials Pavement Design Railway, Runway and Taxiway Design
Engineering Mathematics
Vector Calculus Numerical Methods Differential Equations Linear Algebra Complex Variable Probability and Statistics Transform Theory Calculus
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Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
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Measurement of Area, Volume and Theory of Errors and Survey Adjustment Curves Theodolites and Plane Table Surveying Levelling Traversing Basics of GIS, GPS and Remote Sensing Field Astronomy and Photogrammetric Surveying Linear Measurements and Chain Survey Angular Measurements and Compass Survey Basic Concepts
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