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1
GATE CE 1998
MCQ (Single Correct Answer)
+2
-0.6
A cantilever beam is shown in the figure. The moment to be applied at free end for zero vertical deflection at the point is GATE CE 1998 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 1 English
A
$$9$$ $$kN$$-$$m$$ clockwise
B
$$9$$ $$kN$$-$$m$$ anti-clockwise
C
$$12$$ $$kN$$-$$m$$ clockwise
D
$$12$$ $$kN$$-$$m$$ anti-clockwise
2
GATE CE 1997
MCQ (Single Correct Answer)
+2
-0.6
A cantilever beam of span $$'L'$$ is loaded with a concentrated load $$'P'$$ at the free end. Deflection of the beam at the free end is
A
$${{P{L^3}} \over {78EI}}$$
B
$${{5P{L^3}} \over {384EI}}$$
C
$${{P{L^3}} \over {3EI}}$$
D
$${{P{L^3}} \over {6EI}}$$
3
GATE CE 1995
MCQ (Single Correct Answer)
+2
-0.6
A propped cantilever beam of span $$L,$$ is loaded with uniformly distributed load of intensity $$w/unit$$ length, all through the span. Bending moment at the fixed end is
A
$${{w{L^2}} \over 8}$$
B
$${{w{L^2}} \over 2}$$
C
$${{w{L^2}} \over {12}}$$
D
$${{w{L^2}} \over {24}}$$
4
GATE CE 1994
MCQ (Single Correct Answer)
+2
-0.6
A cantilever beam of span $$l$$ subjected to a uniformly distributed load $$'w'$$ per unit length resting on a rigid prop at the tip of cantilever. The magnitude of the reaction of at the prop is
A
$${1 \over 8}w\ell $$
B
$${2 \over 8}w\ell $$
C
$${3 \over 8}w\ell $$
D
$${4 \over 8}w\ell $$
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GATE CE Subjects
Construction Material and Management
Critical Path Method Construction Materials Program Evolution Review Technique
Geomatics Engineering Or Surveying
Angular Measurements and Compass Survey Basic Concepts Linear Measurements and Chain Survey
Engineering Mechanics
Work Energy Principle and Impulse Momentum Equation Equilibrium of Force Systems
Hydrology
Evaporation and Transpiration Precipitation and Frequency of Rainfall Data
Transportation Engineering
Highway Devolopment and Planning Highway Geometric Design
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
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
Irrigation
Water Requirement of Crops Gravity Dams and Spillways
Environmental Engineering
Sources and Coveyances Water Water Demand Quality Control of Water
Engineering Mathematics
Probability and Statistics Differential Equations Transform Theory Calculus Complex Variable Linear Algebra Vector Calculus Numerical Methods
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
Geotechnical Engineering
Origin of Soils Definitions and Properties of Soils
Fluid Mechanics and Hydraulic Machines
Properties of Fluids Fluid Statics
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Numerical Ability Verbal Ability
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Medical
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Graduate Aptitude Test in Engineering
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