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1
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
The following two statements are made with reference to the planar truss shown below : GATE CE 2000 Structural Analysis - Indeterminacy Question 2 English

$${\rm I}.$$ The truss is statically determinate
$${\rm II}.$$ The truss is kinematically determinate

With reference to the above statements, which of the following applies ?

A
Both statements are true
B
Both statements are false
C
$${\rm II}$$ is true but $${\rm I}$$ is false
D
$${\rm I}$$ is true but $${\rm II}$$ is false
2
GATE CE 1997
MCQ (Single Correct Answer)
+2
-0.6
The degree of Kinematic Indeterminacy of the rigid frame with clamped ends at $$A$$ and $$D$$ shown in the fig. is GATE CE 1997 Structural Analysis - Indeterminacy Question 4 English
A
$$4$$
B
$$3$$
C
$$2$$
D
Zero
3
GATE CE 1992
Numerical
+2
-0
Determine the degrees of freedom of the following frame GATE CE 1992 Structural Analysis - Indeterminacy Question 5 English
Your input ____
4
GATE CE 1987
Numerical
+2
-0
Determine the degrees of freedom of the following frame. GATE CE 1987 Structural Analysis - Indeterminacy Question 6 English
Your input ____
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Engineering Mechanics
Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
Strength of Materials Or Solid Mechanics
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
Structural Analysis
Energy Principle Truss Stability and Static Indeterminacy Methods of Analysis Indeterminacy Arches and Cable Slope Deflection Method Matrix Method Moment Distribution Method Influence Line Diagram Plastic Analysis
Construction Material and Management
Critical Path Method Construction Materials Program Evolution Review Technique
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
Eccentric Connections Plate Girder Tension Members Welded Connections Materials and Specifications Riveted Joints and Bolted Joints Beams Compression Members
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
Fluid Mechanics and Hydraulic Machines
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Hydrology
Precipitation and Frequency of Rainfall Data Evaporation and Transpiration Infiltration Hydrograph Flood Estimation and Flood Routing
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Geomatics Engineering Or Surveying
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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
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