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1
GATE CE 1997
MCQ (Single Correct Answer)
+2
-0.6
The order for the flexibility matrix for a structure is,
A
equal to the number of redundant forces
B
more than the number of redundant forces
C
less than the number of redundant forces
D
equal to the number of redundant forces plus three
2
GATE CE 1996
MCQ (Single Correct Answer)
+2
-0.6
Horizontal stiffness coefficient, $${K_{11}}$$ of bar $$ab$$ is given by, GATE CE 1996 Structural Analysis - Matrix Method Question 3 English
A
$${{AE} \over {L\sqrt 2 }}$$
B
$${{AE} \over {2L}}$$
C
$${{AE} \over L}$$
D
$${{2AE} \over L}$$
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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
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Work Energy Principle and Impulse Momentum Equation Equilibrium of Force Systems
Hydrology
Evaporation and Transpiration Precipitation and Frequency of Rainfall Data
Transportation Engineering
Highway Geometric Design Highway Devolopment and Planning
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
Doubly Reinforced Sections Limit State of Collapse Shear Footings Bond Slabs Limit State of Collapse Torsion Limit State of Serviceability Prestressed Concrete Singly Reinforced Sections Workmenship and Fundamentals Flanged Beams Limit State of Collapse Compression
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 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
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Origin of Soils Definitions and Properties of Soils
Fluid Mechanics and Hydraulic Machines
Properties of Fluids Fluid Statics
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