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1
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
A $$''H''$$ Shaped frame of uniform flexural rigidity $$EI$$ is loaded as shown in the figure. The relative outward displacement between points $$K$$ and $$O$$ is GATE CE 2003 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 10 English
A
$${{R\,L{h^2}} \over {EI}}$$
B
$${{R\,{L^2}h} \over {EI}}$$
C
$${{R\,L{h^2}} \over {3EI}}$$
D
$${{R\,{L^2}h} \over {4EI}}$$
2
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 11 English
A
$${5 \over 8}wL$$
B
$${3 \over 8}wL$$
C
$${1 \over 2}wL$$
D
$${3 \over 4}wL$$
3
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 12 English
A
$$0$$
B
$$-10$$
C
$$-15$$
D
$$-2$$
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 14 English

Conjugate beam corresponding to this beam is

A
GATE CE 2000 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 14 English Option 1
B
GATE CE 2000 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 14 English Option 2
C
GATE CE 2000 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 14 English Option 3
D
GATE CE 2000 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 14 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
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
Critical Path Method Construction Materials Program Evolution Review Technique
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
Materials and Specifications Tension Members Riveted Joints and Bolted Joints Welded Connections Eccentric Connections Compression Members Beams Plate Girder
Geotechnical Engineering
Origin of Soils Definitions and Properties of Soils
Fluid Mechanics and Hydraulic Machines
Properties of Fluids Fluid Statics
Hydrology
Evaporation and Transpiration Precipitation and Frequency of Rainfall Data
Irrigation
Gravity Dams and Spillways Water Requirement of Crops
Geomatics Engineering Or Surveying
Angular Measurements and Compass Survey Basic Concepts Linear Measurements and Chain Survey
Environmental Engineering
Sources and Coveyances Water Water Demand Quality Control of Water
Transportation Engineering
Highway Geometric Design Highway Devolopment and Planning
Engineering Mathematics
Probability and Statistics Differential Equations Transform Theory Calculus Complex Variable Linear Algebra Vector Calculus Numerical Methods
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