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# Stress Analysis for I-Section beam

Analyzed File: | Tutorial1.ipt
Autodesk Inventor Version: | 2014 Beta2 (Build 180124000, 124) ContinuousBuild 0
Creation Date: | 1/21/2013, 11:09 AM
Simulation Author: | CADCIM
Summary: |

### Project Info (iProperties)

> #### Summary

> > Author | CADCIM

> #### Project

> > Part Number | Tutorial1
> > Designer | CADCIM
> > Cost | $0.00
> > Date Created | 1/19/2013

> #### Status

> > Design Status | WorkInProgress

> #### Physical

> > Material | Steel, Alloy
> > Density | 7.85 g/cm^3
> > Mass | 0.647625 kg
> > Area | 36550 mm^2
> > Volume | 82500 mm^3
> > Center of Gravity | x=150 mm y=0 mm z=-0.5 mm

> > Note: Physical values could be different from Physical values used by FEA reported below.

## Static Analysis

> General objective and settings:

> Design Objective | Single Point
> Simulation Type | Static Analysis
> Last Modification Date | 1/21/2013, 10:01 AM
> Detect and Eliminate Rigid Body Modes | No

> Mesh settings:

> Avg. Element Size (fraction of model diameter) | 0.02
> Min. Element Size (fraction of avg. size) | 0.05
> Grading Factor | 1.5
> Max. Turn Angle | 60 deg
> Create Curved Mesh Elements | Yes

> ### Material(s)

> > Name | Steel, Alloy
> > General | Mass Density | 7.85 g/cm^3
> > Yield Strength | 250 MPa
> > Ultimate Tensile Strength | 400 MPa
> > Stress | Young's Modulus | 205 GPa
> > Poisson's Ratio | 0.3 ul
> > Shear Modulus | 78.8462 GPa
> > Part Name(s) | Tutorial1

> ### Operating conditions

> > #### Force:1

> > > Load Type | Force
> > > Magnitude | 1000.000 N
> > > Vector X | 0.000 N
> > > Vector Y | 0.000 N
> > > Vector Z | -1000.000 N

> > > ##### Selected Face(s)

> > #### Fixed Constraint:1

> > > Constraint Type | Fixed Constraint

> > > ##### Selected Face(s)

> ### Results

> > #### Reaction Force and Moment on Constraints

> > > Constraint Name | Reaction Force | Reaction Moment
> > > Magnitude | Component (X,Y,Z) | Magnitude | Component (X,Y,Z)
> > > Fixed Constraint:1 | 1000 N | 0 N | 299.997 N m | 0 N m
> > > 0 N | -299.997 N m
> > > 1000 N | 0 N m

> > #### Result Summary

> > > Name | Minimum | Maximum
> > > Volume | 82500 mm^3
> > > Mass | 0.647625 kg
> > > Von Mises Stress | 0.19881 MPa | 200.746 MPa
> > > 1st Principal Stress | -74.0233 MPa | 259.532 MPa
> > > 3rd Principal Stress | -249.314 MPa | 73.1821 MPa
> > > Displacement | 0 mm | 2.04704 mm
> > > Safety Factor | 1.24535 ul | 15 ul
> > > Stress XX | -235.212 MPa | 239.939 MPa
> > > Stress XY | -53.0596 MPa | 46.1161 MPa
> > > Stress XZ | -52.4939 MPa | 33.1128 MPa
> > > Stress YY | -92.3672 MPa | 92.6225 MPa
> > > Stress YZ | -24.8117 MPa | 23.0961 MPa
> > > Stress ZZ | -109.677 MPa | 92.6225 MPa
> > > X Displacement | -0.125465 mm | 0.126978 mm
> > > Y Displacement | -0.00241889 mm | 0.00241932 mm
> > > Z Displacement | -2.04311 mm | 0.000326282 mm
> > > Equivalent Strain | 0.000000880251 ul | 0.000900757 ul
> > > 1st Principal Strain | -0.000469386 ul | 0.00106557 ul
> > > 3rd Principal Strain | -0.00106461 ul | 0 ul
> > > Strain XX | -0.000975183 ul | 0.000974807 ul
> > > Strain XY | -0.000336475 ul | 0.000292444 ul
> > > Strain XZ | -0.000332888 ul | 0.000209983 ul
> > > Strain YY | -0.000309539 ul | 0.000274609 ul
> > > Strain YZ | -0.000157343 ul | 0.000146463 ul
> > > Strain ZZ | -0.000502431 ul | 0.000292628 ul

> > #### Figures

> > > ##### Von Mises Stress

> > > ##### 1st Principal Stress

> > > ##### 3rd Principal Stress

> > > ##### Displacement

> > > ##### Safety Factor

> > > ##### Stress XX

> > > ##### Stress XY

> > > ##### Stress XZ

> > > ##### Stress YY

> > > ##### Stress YZ

> > > ##### Stress ZZ

> > > ##### X Displacement

> > > ##### Y Displacement

> > > ##### Z Displacement

> > > ##### Equivalent Strain

> > > ##### 1st Principal Strain

> > > ##### 3rd Principal Strain

> > > ##### Strain XX

> > > ##### Strain XY

> > > ##### Strain XZ

> > > ##### Strain YY

> > > ##### Strain YZ

> > > ##### Strain ZZ

D:\New folder\fdsf\Tutorial1.ipt

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