beam analysis using solidworks simulation
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Beam Analysis using SolidWorks Simulation
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What is Beam? Beam is a Structural member which is acted upon by a system of external loads at right angle to the axis.
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What happens in a beam? When beam Bends
Top surface is compressed
Bottom surface is stretched (Tension)
Strength at centre is not so important
Concentrate on both areas of a beam to be strong
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How to Design a beam? Major Design issues in constructing a beam
Beam should be light as possible without reducing its strength.
Strength to weight ratio
The specific strength is a material's strength (force per unit area at failure) divided by its density. It is also known as the strength-to-weight ratio or strength/weight ratio.
Modern beams have made beams to be lighter without compromising on strength
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Classifications of Beams Cantilever beams
Simply or freely supported beam
Overhanging beam
Fixed beam
Continuous Beam
Combinations of above beams
First three beams comes under Statistically determinate Beams Last two comes under statistically in-determinate Beams
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Shear Force & Bending Moment Shear Force
Shear Force is the force in the beam acting perpendicular to its longitudinal axis.
For Design purpose,
The Beam ability to resist shear force is more important than its ability to resist an axial force.
Bending Moment
A bending moment is the reaction induced in a structural element when an external force or moment is applied to the element causing the element to bend.
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Why SF & BM diagramsShear force and Bending moment Diagrams used to determine
SizeTypeShapeMaterial
So that the given set of loads can support the beam without structure failure.
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Cantilever Beam AnalysisUsing SolidWorks Simulation
Name: Alloy Steel
Model type: Linear Elastic Isotropic
Default failure criterion: Max von Mises Stress
Yield strength: 6.20422e+008 N/m^2
Tensile strength: 7.23826e+008 N/m^2
Elastic modulus: 2.1e+011 N/m^2
Poisson's ratio: 0.28
Shear modulus: 7.9e+010 N/m^2
Thermal expansion coefficient:
1.3e-005 /Kelvin
Beam DetailsSection Area 0.01m^2
Length 5000mm
Volume 0.05m^3
Mass Density 7700kg/m^3
Mass 385kg
Weight 3773N
Material Properties
Beam
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Cantilever Beam – Point Load
Fixed End
P = 20KN
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Cantilever Beam – Point Load ResultsStress Result Displacement Result
BM DiagramSF Diagram
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Cantilever Beam – Uniformly Distributed Load
P = 20KNFixed End
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Cantilever Beam – Uniformly Distributed Load ResultsStress Result Displacement Result
BM DiagramSF Diagram
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Cantilever Beam – Uniformly Varying Load
P = 20KN
P = 0 N
Fixed End
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Cantilever Beam – Uniformly Varying Load ResultsStress Result Displacement Result
BM DiagramSF Diagram
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Results ComparisonName Type Min Max
Point LoadStress Upper bound axial and bending 4.412 N/mm^2 (MPa)
Element: 1600.000 N/mm^2 (MPa)Element: 136
Displacement URES: Resultant Displacement 0.000 mmNode: 137
476.342 mmNode: 1
Uniformly Distributed LoadStress Upper bound axial and bending 0.016 N/mm^2 (MPa)
Element: 1300.000 N/mm^2 (MPa)Element: 136
Displacement URES: Resultant Displacement 0.000 mmNode: 137
178.647 mmNode: 1
Uniformly Varying LoadStress Upper bound axial and bending 0.000 N/mm^2 (MPa)
Element: 1500.000 N/mm^2 (MPa)Element: 136
Displacement URES: Resultant Displacement 0.000 mmNode: 137
238.222 mmNode: 1
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