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1
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
List - $${\rm I}$$ shows different loads acting on a beam and list - $${\rm II}$$ shows different bending moment distributions. Match the load with the corresponding bending moment diagram. GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 5 English 1 GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 5 English 2
A
$$A - 4,\,\,B - 2,\,\,C - 1,\,\,D - 3$$
B
$$A - 5,\,\,B - 4,\,\,C - 1,\,\,D - 3$$
C
$$A - 5,\,\,B - 5,\,\,C - 3,\,\,D - 1$$
D
$$A - 2,\,\,B - 4,\,\,C - 1,\,\,D - 3$$
2
GATE CE 2002
MCQ (Single Correct Answer)
+2
-0.6
For the loading given in the figure below, two statements ( $${\rm I}$$ and $${\rm II}$$ ) are made. GATE CE 2002 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 6 English

$${\rm I}.$$ $$\,\,\,\,\,\,\,\,\,$$Member $$AB$$ carries shear force and bending moment
$${\rm II}.$$ $$\,\,\,\,\,\,\,$$Member $$BC$$ carries axial load and shear force

Which of the following is true ?

A
Statement $${\rm I}$$ is true but $${\rm I}$$$${\rm I}$$ is false
B
Statement $${\rm I}$$ is false but $${\rm II}$$ is true
C
Both Statements $${\rm I}$$ and Statement $${\rm II}$$ are true
D
Both Statements $${\rm I}$$ and Statement $${\rm II}$$ are false
3
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
A frame $$ABCD$$ is supported by a roller at $$A$$ and is on a hinge at $$C$$ as shown below: GATE CE 2000 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 7 English

The reaction at the roller end $$A$$ is given by

A
$$P$$
B
$$2P$$
C
$${P \over 2}$$
D
Zero
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GATE CE Subjects
Engineering Mechanics
Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
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
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
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 Devolopment and Planning Highway Geometric Design
Engineering Mathematics
Probability and Statistics Differential Equations Transform Theory Calculus Complex Variable Linear Algebra Vector Calculus Numerical Methods
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