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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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GATE CE Subjects
Construction Material and Management
Critical Path Method Construction Materials Program Evolution Review Technique
Geomatics Engineering Or Surveying
Levelling Traversing Theodolites and Plane Table Surveying Measurement of Area, Volume and Theory of Errors and Survey Adjustment Field Astronomy and Photogrammetric Surveying Basics of GIS, GPS and Remote Sensing Angular Measurements and Compass Survey Basic Concepts Linear Measurements and Chain Survey
Engineering Mechanics
Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
Hydrology
Precipitation and Frequency of Rainfall Data Evaporation and Transpiration Infiltration Hydrograph Flood Estimation and Flood Routing
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Pure Bending Shear Stress In Beams Simple Stresses Complex Stress Centroid and Moment of Inertia Torsion Shear Force and Bending Moment Deflection of Beams Thin Cylinder Strain Energy Method Columns and Struts Propped Cantilever Beam
Reinforced Cement Concrete
Singly Reinforced Sections Workmenship and Fundamentals Doubly Reinforced Sections Flanged Beams Limit State of Collapse Shear Limit State of Collapse Torsion Limit State of Collapse Compression Footings Bond Limit State of Serviceability Prestressed Concrete Slabs
Steel Structures
Materials and Specifications Tension Members Riveted Joints and Bolted Joints Welded Connections Eccentric Connections Compression Members Beams Plate Girder
Irrigation
Gravity Dams and Spillways Water Requirement of Crops
Environmental Engineering
Sources and Coveyances Water Quality Control of Water Treatment of Water Water Demand Waste Water Characteristics Treatment of Sewage Disposal of Sewage Effluent Solid Waste Management Air Pollution Noise Pollution
Engineering Mathematics
Probability and Statistics Calculus Complex Variable Differential Equations Linear Algebra Numerical Methods Vector Calculus Transform Theory
Structural Analysis
Stability and Static Indeterminacy Methods of Analysis Plastic Analysis Moment Distribution Method Indeterminacy Energy Principle Influence Line Diagram Arches and Cable Slope Deflection Method Truss Matrix Method
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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