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1
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 4 English

The deflection of the beam at $$' R '$$ is

A
$${{8W{L^3}} \over {EI}}$$
B
$${{5W{L^3}} \over {6EI}}$$
C
$${{7W{L^3}} \over {3EI}}$$
D
$${{8W{L^3}} \over {6EI}}$$
2
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
The stepped cantilever is subjected to moments, $$M$$ as shown in the figure below. The vertical deflection at the free end (neglecting the self weight) is GATE CE 2008 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 8 English
A
$${{M{L^2}} \over {8EI}}$$
B
$${{M{L^2}} \over {4EI}}$$
C
$${{M{L^2}} \over {2EI}}$$
D
zero
3
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
Beam $$GHI$$ is supported by these pontoons as shown in the figure below. The horizontal cross sectional area of each pontoon is $$8\,\,{m^2},$$ the flexural rigidity of the beam is $$10000$$ $$kN$$-$${m^2}$$ and the unit weight of water is $$10$$ $$kN$$/$${m^3}$$. GATE CE 2008 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 7 English

When the middle pontoon is removed, the deflection at $$H$$ will be

A
$$0.2$$
B
$$0.4$$ $$m$$
C
$$0.6$$ $$m$$
D
$$0.8$$ $$m$$
4
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
Beam $$GHI$$ is supported by these pontoons as shown in the figure below. The horizontal cross sectional area of each pontoon is $$8\,\,{m^2},$$ the flexural rigidity of the beam is $$10000$$ $$kN$$-$${m^2}$$ and the unit weight of water is $$10$$ $$kN$$/$${m^3}$$. GATE CE 2008 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 6 English

When the middle pontoon is brought back to its position as shown in the figure above, the reaction at $$H$$ will be

A
$$8.6$$ $$kN$$
B
$$15.7$$ $$kN$$
C
$$19.2$$ $$kN$$
D
$$24.2$$ $$kN$$
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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
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
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
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 Calculus Complex Variable Differential Equations Linear Algebra Numerical Methods Vector Calculus Transform Theory
General Aptitude
Numerical Ability Verbal Ability
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