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1
GATE CE 2002
MCQ (Single Correct Answer)
+2
-0.6
In the propped cantilever beam carrying a uniformly distributed load of $$w$$-$$kN/m,$$ shown in the following figure, the reaction at the support $$'B'$$ is GATE CE 2002 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 14 English
A
$${5 \over 8}wL$$
B
$${3 \over 8}wL$$
C
$${1 \over 2}wL$$
D
$${3 \over 4}wL$$
2
GATE CE 2001
MCQ (Single Correct Answer)
+2
-0.6
The bending moment (in $$kN$$-$$m$$ units) at the mid-span location $$X$$ in the beam with overhangs shown below is equal GATE CE 2001 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 15 English
A
$$0$$
B
$$-10$$
C
$$-15$$
D
$$-2$$
3
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
For the structure shown below, the vertical deflection at point $$A$$ is given by GATE CE 2000 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 16 English
A
$${{P{L^3}} \over {81EI}}$$
B
$${{2P{L^3}} \over {81EI}}$$
C
zero
D
$${{P{L^3}} \over {72EI}}$$
4
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
A two span beam with an internal hinge is shown below. GATE CE 2000 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 17 English

Conjugate beam corresponding to this beam is

A
GATE CE 2000 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 17 English Option 1
B
GATE CE 2000 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 17 English Option 2
C
GATE CE 2000 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 17 English Option 3
D
GATE CE 2000 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 17 English Option 4
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GATE CE Subjects
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
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
Construction Material and Management
Critical Path Method Construction Materials Program Evolution Review Technique
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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
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Fluid Pressure and Measurement Fluid Dynamics Boundary Layer Theory Drag and Lift Flow Through Pipes Open Channel Flow Hydraulic Machines Properties of Fluids Fluid Statics
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Precipitation and Frequency of Rainfall Data Evaporation and Transpiration Infiltration Hydrograph Flood Estimation and Flood Routing
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