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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 1 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 3 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 4 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 5 English
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Construction Material and Management
Critical Path Method Construction Materials Program Evolution Review Technique
Geomatics Engineering Or Surveying
Angular Measurements and Compass Survey Basic Concepts Linear Measurements and Chain Survey
Engineering Mechanics
Work Energy Principle and Impulse Momentum Equation Equilibrium of Force Systems
Hydrology
Evaporation and Transpiration Precipitation and Frequency of Rainfall Data
Transportation Engineering
Highway Devolopment and Planning Highway Geometric Design
Strength of Materials Or Solid Mechanics
Centroid and Moment of Inertia Torsion Pure Bending Shear Stress In Beams Strain Energy Method Columns and Struts Complex Stress Deflection of Beams Thin Cylinder Simple Stresses Shear Force and Bending Moment 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
Eccentric Connections Plate Girder Tension Members Welded Connections Materials and Specifications Riveted Joints and Bolted Joints Beams Compression Members
Irrigation
Gravity Dams and Spillways Water Requirement of Crops
Environmental Engineering
Sources and Coveyances Water Water Demand Quality Control of Water
Engineering Mathematics
Probability and Statistics Differential Equations Transform Theory Calculus Complex Variable Linear Algebra Vector Calculus Numerical Methods
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
Geotechnical Engineering
Origin of Soils Definitions and Properties of Soils
Fluid Mechanics and Hydraulic Machines
Properties of Fluids Fluid Statics
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