ExamSIDE (Powered by ExamGOAL)
Questions
PREVIOUS NEXT
1
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
For the structure shown below, the vertical deflection at point $$A$$ is given by GATE CE 2000 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 13 English
A
$${{P{L^3}} \over {81EI}}$$
B
$${{2P{L^3}} \over {81EI}}$$
C
zero
D
$${{P{L^3}} \over {72EI}}$$
2
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
3
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
$${{P{L^3}} \over {6EI}}$$
4
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
$${{w{L^2}} \over {24}}$$
PREVIOUS NEXT
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
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
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
Eccentric Connections Plate Girder Tension Members Welded Connections Materials and Specifications Riveted Joints and Bolted Joints Beams Compression Members
Irrigation
Gravity Dams and Spillways Water Requirement of Crops
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
General Aptitude
Numerical Ability Verbal Ability
EXAM MAP
Joint Entrance Examination
JEE MainJEE AdvancedWB JEEBITSATMHT CETKCETCOMEDKVITEEE
Medical
NEET
Graduate Aptitude Test in Engineering
GATE CSEGATE ECEGATE EEGATE MEGATE CEGATE PIGATE IN
CBSE
Class 12