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1
GATE CE 1993
MCQ (Single Correct Answer)
+2
-0.6
Which of the following Mohr's circles shown below qualitatively and correctly represents the state of plane stress at a point in a beam above the neutral axis, where it is subjected to combined shear and bending compressive stresses
A
GATE CE 1993 Strength of Materials Or Solid Mechanics - Complex Stress Question 8 English Option 1
B
GATE CE 1993 Strength of Materials Or Solid Mechanics - Complex Stress Question 8 English Option 2
C
GATE CE 1993 Strength of Materials Or Solid Mechanics - Complex Stress Question 8 English Option 3
D
GATE CE 1993 Strength of Materials Or Solid Mechanics - Complex Stress Question 8 English Option 4
2
GATE CE 1990
MCQ (Single Correct Answer)
+2
-0.6
The magnitude of the only shear stresses acting at a point in plane stress situation is $$7.5\,N/n{m^2}.$$ The magnitudes of the principle stresses will be:
A
$$ + \,15.0\,N/n{m^2}$$ and $$ - 7.5\,N/n{m^2}$$
B
$$ + \,7.5\,N/n{m^2}$$ and $$ - 15.0\,N/n{m^2}$$
C
$$ + \,7.5\,N/n{m^2}$$ and $$ - 7.5\,N/n{m^2}$$
D
$$ + \,10.0\,N/n{m^2}$$ and $$ - 7.5\,N/n{m^2}$$
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Engineering Mechanics
Work Energy Principle and Impulse Momentum Equation Equilibrium of Force Systems
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
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
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Reinforced Cement Concrete
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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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