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1
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
A two span continuous beam having equal spans each of length $$L$$ is subjected to a uniformly distributed load $$\omega $$ per unit length. The beam has constant flexural rigidity.

The bending moment at the middle support is

A
$${{w{L^2}} \over 4}$$
B
$${{w{L^2}} \over 8}$$
C
$${{w{L^2}} \over 12}$$
D
$${{w{L^2}} \over 16}$$
2
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
A two span continuous beam having equal spans each of length $$L$$ is subjected to a uniformly distributed load $$\omega $$ per unit length. The beam has constant flexural rigidity.

The reaction at the middle support is

A
$$w$$ $$L$$
B
$${{5wL} \over 2}$$
C
$${{5wL} \over 4}$$
D
$${{5wL} \over 8}$$
3
GATE CE 2006
MCQ (Single Correct Answer)
+2
-0.6
Consider the beam $$AB$$ shown in the figure below. Part $$AC$$ of the beam is rigid while Part $$CB$$ has the flexural rigidity $$EI$$. Identify the correct combination of deflection at end $$B$$ and bending moment at end $$A,$$ respectively. GATE CE 2006 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 9 English
A
$${{P{L^3}} \over {3EI}},2PL$$
B
$${{P{L^3}} \over {3EI}},PL$$
C
$${{8P{L^3}} \over {3EI}},2PL$$
D
$${{8P{L^3}} \over {3EI}},PL$$
4
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
$${{R\,{L^2}h} \over {4EI}}$$
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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
Pure Bending Shear Stress In Beams Simple Stresses Complex Stress Centroid and Moment of Inertia Torsion Shear Force and Bending Moment Deflection of Beams Thin Cylinder Strain Energy Method Columns and Struts 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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Numerical Ability Verbal Ability
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