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1
GATE CE 1994
MCQ (Single Correct Answer)
+1
-0.3
If $$'YY'$$ is the centroidal axis of a $$T$$-beam section, subjected to plastic moment, $${M_P},$$ the neutral axis lies GATE CE 1994 Structural Analysis - Plastic Analysis Question 13 English
A
above $$'ZZ'$$
B
between $$YY$$ and $$ZZ$$
C
between $$XX$$ and $$YY$$
D
between low $$XX$$
2
GATE CE 1993
MCQ (Single Correct Answer)
+1
-0.3
Equilibrium condition, yield conditions $$\left( {M \le {M_p}} \right)$$ and mechanism condition (formation of a plastic collapse mechanism) are the conditions to be satisfied by any correct plastic analysis results. Which of the above conditions does the statical methods of plastic analysis consider?
A
Equilibrium condition alone
B
Equilibrium and mechanism conditions
C
Yield and mechanism conditions
D
Equilibrium and yield conditions
3
GATE CE 1991
MCQ (Single Correct Answer)
+1
-0.3
Number of independent displacement modes (sway mechanisms) for the given frame with the load shown there in are GATE CE 1991 Structural Analysis - Plastic Analysis Question 14 English
A
$$4$$
B
$$1$$
C
$$3$$
D
$$2$$
4
GATE CE 1988
MCQ (Single Correct Answer)
+1
-0.3
The number of independent mechanisms the gable frame will have when loaded as shown is GATE CE 1988 Structural Analysis - Plastic Analysis Question 15 English
A
$$2$$
B
$$3$$
C
$$4$$
D
$$5$$
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GATE CE Subjects
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
Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
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
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
Eccentric Connections Plate Girder Tension Members Welded Connections Materials and Specifications Riveted Joints and Bolted Joints Beams Compression Members
Irrigation
Water Requirement of Crops Gravity Dams and Spillways
Environmental Engineering
Sources and Coveyances Water Water Demand Quality Control of Water
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
Fluid Mechanics and Hydraulic Machines
Properties of Fluids Fluid Statics
General Aptitude
Verbal Ability Numerical Ability
EXAM MAP
Joint Entrance Examination
JEE MainJEE AdvancedWB JEEBITSATMHT CETKCETCOMEDKVITEEE
Medical
NEET
Graduate Aptitude Test in Engineering
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CBSE
Class 12