Stress analysis report

1. Stress Analysis Report
Analyzed File: PM000.iam
Autodesk Inventor Version: 2015 (Build 190159000, 159)
Creation Date: 26/05/2017, 22:41
Simulation Author: Rodrigo
Summary:
Project Info (iProperties)
Summary
Author Rodrigo
Project
Part Number PM000
Designer Rodrigo
Cost R$ 0,00
Date Created 20/05/2017
Status
Design Status WorkInProgress
Physical
Mass 92,9265 kg
Area 4360690 mm^2
Volume 11807800 mm^3
Center of Gravity
x=62,7017 mm
y=0,468839 mm
z=117,197 mm
Note: Physical values could be different from Physical values used by FEA reported below.
Simulation:1
General objective and settings:
Design Objective Single Point
Simulation Type Static Analysis
Last Modification Date 26/05/2017, 22:19
Detect and Eliminate Rigid Body Modes No
Separate Stresses Across Contact Surfaces No
Motion Loads Analysis No
Mesh settings:
Avg. Element Size (fraction of model diameter) 0,1
Min. Element Size (fraction of avg. size) 0,2
Grading Factor 1,5
Max. Turn Angle 60 deg

2. Create Curved Mesh Elements No
Use part based measure for Assembly mesh Yes
Material(s)
Name Steel AISI 1020 107 HR
General
Mass Density 7,87 g/cm^3
Yield Strength 260 MPa
Ultimate Tensile Strength 441 MPa
Stress
Young's Modulus 207 GPa
Poisson's Ratio 0,33 ul
Shear Modulus 77,8195 GPa
Part Name(s)
PM028.ipt
PM028.ipt
PM029.ipt
PM029.ipt
PM030.ipt
PM031.ipt
PM035.ipt
PM035.ipt
PM037.ipt
PM037.ipt
PM036.ipt
PM036.ipt
PM034.ipt
PM033.ipt
PM032.ipt
PM032.ipt
PM047.ipt
PM048.ipt
PM049.ipt
PM052.ipt
PM051.ipt
PM054.ipt
PM056.ipt
PM055.ipt
PM055.ipt
PM058.ipt
PM057.ipt
PM059.ipt
PM060.ipt
PM062.ipt
PM063.ipt
PM044.ipt
PM039.ipt
PM039.ipt
PM042.ipt
PM041.ipt
PM040.ipt
PM040.ipt
PM072.ipt
Name AÇO ABNT 1020
General
Mass Density 7,87 g/cm^3
Yield Strength 260 MPa
Ultimate Tensile Strength 441 MPa
Stress
Young's Modulus 207 GPa
Poisson's Ratio 0,33 ul
Shear Modulus 77,8195 GPa
Part Name(s) Graxeira M6.ipt
Graxeira M6.ipt
Graxeira M6.ipt
Graxeira M6.ipt
PM046.ipt
PM050.ipt
PM061.ipt
Pino R.ipt
Graxeira M6.ipt
Graxeira M6.ipt

3. Create Curved Mesh Elements No
Use part based measure for Assembly mesh Yes
Material(s)
Name Steel AISI 1020 107 HR
General
Mass Density 7,87 g/cm^3
Yield Strength 260 MPa
Ultimate Tensile Strength 441 MPa
Stress
Young's Modulus 207 GPa
Poisson's Ratio 0,33 ul
Shear Modulus 77,8195 GPa
Part Name(s)
PM028.ipt
PM028.ipt
PM029.ipt
PM029.ipt
PM030.ipt
PM031.ipt
PM035.ipt
PM035.ipt
PM037.ipt
PM037.ipt
PM036.ipt
PM036.ipt
PM034.ipt
PM033.ipt
PM032.ipt
PM032.ipt
PM047.ipt
PM048.ipt
PM049.ipt
PM052.ipt
PM051.ipt
PM054.ipt
PM056.ipt
PM055.ipt
PM055.ipt
PM058.ipt
PM057.ipt
PM059.ipt
PM060.ipt
PM062.ipt
PM063.ipt
PM044.ipt
PM039.ipt
PM039.ipt
PM042.ipt
PM041.ipt
PM040.ipt
PM040.ipt
PM072.ipt
Name AÇO ABNT 1020
General
Mass Density 7,87 g/cm^3
Yield Strength 260 MPa
Ultimate Tensile Strength 441 MPa
Stress
Young's Modulus 207 GPa
Poisson's Ratio 0,33 ul
Shear Modulus 77,8195 GPa
Part Name(s) Graxeira M6.ipt
Graxeira M6.ipt
Graxeira M6.ipt
Graxeira M6.ipt
PM046.ipt
PM050.ipt
PM061.ipt
Pino R.ipt
Graxeira M6.ipt
Graxeira M6.ipt

4. Create Curved Mesh Elements No
Use part based measure for Assembly mesh Yes
Material(s)
Name Steel AISI 1020 107 HR
General
Mass Density 7,87 g/cm^3
Yield Strength 260 MPa
Ultimate Tensile Strength 441 MPa
Stress
Young's Modulus 207 GPa
Poisson's Ratio 0,33 ul
Shear Modulus 77,8195 GPa
Part Name(s)
PM028.ipt
PM028.ipt
PM029.ipt
PM029.ipt
PM030.ipt
PM031.ipt
PM035.ipt
PM035.ipt
PM037.ipt
PM037.ipt
PM036.ipt
PM036.ipt
PM034.ipt
PM033.ipt
PM032.ipt
PM032.ipt
PM047.ipt
PM048.ipt
PM049.ipt
PM052.ipt
PM051.ipt
PM054.ipt
PM056.ipt
PM055.ipt
PM055.ipt
PM058.ipt
PM057.ipt
PM059.ipt
PM060.ipt
PM062.ipt
PM063.ipt
PM044.ipt
PM039.ipt
PM039.ipt
PM042.ipt
PM041.ipt
PM040.ipt
PM040.ipt
PM072.ipt
Name AÇO ABNT 1020
General
Mass Density 7,87 g/cm^3
Yield Strength 260 MPa
Ultimate Tensile Strength 441 MPa
Stress
Young's Modulus 207 GPa
Poisson's Ratio 0,33 ul
Shear Modulus 77,8195 GPa
Part Name(s) Graxeira M6.ipt
Graxeira M6.ipt
Graxeira M6.ipt
Graxeira M6.ipt
PM046.ipt
PM050.ipt
PM061.ipt
Pino R.ipt
Graxeira M6.ipt
Graxeira M6.ipt

5. Selected Face(s)

6. Fixed Constraint:2
Constraint Type Fixed Constraint
Selected Face(s)

7. Contacts (Bonded)
Name Part Name(s)
Bonded:1 PM027:1/PM028:1
PM071:1
Bonded:2 PM027:1/PM028:1
PM071:2
Bonded:3 PM027:1/PM028:2
PM071:1
Bonded:4
PM027:1/PM028:2
PM071:2
Bonded:5
PM027:1/PM037:1
PM027:1/Graxeira M6:1
Bonded:6
PM027:1/PM037:1
PM071:1
Bonded:7
PM027:1/PM037:2
PM027:1/Graxeira M6:2
Bonded:8
PM027:1/PM037:2
PM071:1
Bonded:9
PM027:1/PM036:1
PM071:2
Bonded:10
PM027:1/PM036:2
PM071:2
Bonded:11
PM027:1/Graxeira M6:1
PM071:1
Bonded:12
PM027:1/Graxeira M6:2
PM071:1
Bonded:13
PM027:1/Graxeira M6:3
PM071:2
Bonded:14
PM027:1/Graxeira M6:4
PM071:2

8. Bonded:15 PM045:1/_Weldbead:1
PM045:1/PM046:1
Bonded:17
PM045:1/_Weldbead:1
PM045:1/PM051:1
Bonded:18
PM045:1/_Weldbead:1
PM045:1/PM046:1
Bonded:19
PM045:1/_Weldbead:1
PM045:1/PM046:1
Bonded:20
PM045:1/_Weldbead:1
PM045:1/PM051:1
Bonded:21
PM045:1/_Weldbead:1
PM045:1/PM049:1
Bonded:22
PM045:1/_Weldbead:1
PM045:1/PM050:1
Bonded:23 PM045:1/_Weldbead:1
PM045:1/_Weldbead:1
Bonded:24 PM045:1/_Weldbead:1
PM045:1/_Weldbead:1
Bonded:25 PM045:1/_Weldbead:1
PM045:1/_Weldbead:1
Bonded:26 PM045:1/_Weldbead:1
PM045:1/PM046:1
Bonded:27 PM045:1/_Weldbead:1
PM045:1/PM047:1
Bonded:28
PM045:1/_Weldbead:1
PM045:1/PM046:1
Bonded:29
PM045:1/_Weldbead:1
PM045:1/PM047:1
Bonded:30
PM045:1/_Weldbead:1
PM045:1/PM046:1
Bonded:31
PM045:1/_Weldbead:1
PM045:1/PM049:1
Bonded:32 PM045:1/_Weldbead:1
PM045:1/PM046:1
Bonded:33 PM045:1/_Weldbead:1
PM045:1/PM046:1
Bonded:34
PM045:1/_Weldbead:1
PM045:1/PM046:1
Bonded:35
PM045:1/_Weldbead:1
PM045:1/PM046:1
Bonded:36
PM045:1/_Weldbead:1
PM045:1/PM050:1
Bonded:37
PM045:1/_Weldbead:1
PM045:1/PM048:1
Bonded:38 PM045:1/_Weldbead:1
PM045:1/PM052:1
Bonded:39 PM045:1/_Weldbead:1
PM045:1/PM046:1
Bonded:40 PM045:1/_Weldbead:1
PM045:1/PM048:1
Bonded:41 PM045:1/_Weldbead:1
PM045:1/PM046:1
Bonded:42 PM045:1/_Weldbead:1
PM045:1/PM048:1
Bonded:43 PM045:1/PM051:1
PM071:1
Bonded:44
PM053:1/PM058:1
PM074:1
Bonded:45 PM038:1/PM042:1
PM071:2
Bonded:46 PM038:1/PM040:1
PM071:2

9. Bonded:47 PM038:1/PM040:2
PM071:2
Bonded:48 PM071:1
Pino R:2
Bonded:49 PM071:2
Pino R:1
Bonded:50
PM074:1
Pino R:3
Bonded:109
PM027:1/PM028:1
PM027:1/PM031:1
Bonded:110
PM027:1/PM028:1
PM027:1/PM035:2
Bonded:111 PM027:1/PM028:1
PM027:1/PM037:2
Bonded:112 PM027:1/PM028:1
PM027:1/PM036:1
Bonded:113 PM027:1/PM028:2
PM027:1/PM031:1
Bonded:114 PM027:1/PM028:2
PM027:1/PM035:1
Bonded:115 PM027:1/PM028:2
PM027:1/PM037:1
Bonded:116
PM027:1/PM028:2
PM027:1/PM036:2
Bonded:117
PM027:1/PM029:1
PM027:1/PM030:1
Bonded:118 PM027:1/PM029:1
PM027:1/PM035:1
Bonded:119 PM027:1/PM029:2
PM027:1/PM030:1
Bonded:120
PM027:1/PM029:2
PM027:1/PM035:2
Bonded:121
PM027:1/PM031:1
PM027:1/PM034:1
Bonded:122
PM027:1/PM031:1
PM027:1/PM033:1
Bonded:123
PM027:1/PM031:1
PM027:1/PM032:1
Bonded:124
PM027:1/PM031:1
PM027:1/PM032:2
Bonded:125
PM027:1/PM037:1
PM027:1/Graxeira M6:1
Bonded:126
PM027:1/PM037:1
PM045:1/PM051:1
Bonded:127
PM027:1/PM037:2
PM027:1/Graxeira M6:2
Bonded:128 PM027:1/PM037:2
PM045:1/PM051:1
Bonded:129 PM027:1/PM036:1
PM027:1/Graxeira M6:4
Bonded:130
PM027:1/PM036:1
PM038:1/PM040:1
Bonded:131 PM027:1/PM036:2
PM027:1/Graxeira M6:3
Bonded:132
PM027:1/PM036:2
PM038:1/PM040:2
Bonded:139
PM045:1/PM046:1
PM045:1/PM047:1
Bonded:140
PM045:1/PM046:1
PM045:1/PM048:1
Bonded:141

10. PM045:1/PM046:1
PM045:1/PM050:1
Bonded:142
PM045:1/PM046:1
PM045:1/PM052:1
Bonded:143
PM045:1/PM046:1
PM045:1/PM051:1
Bonded:144
PM045:1/PM046:1
PM072:1
Bonded:146
PM045:1/PM048:1
PM045:1/PM052:1
Bonded:147
PM045:1/PM050:1
PM053:1/PM063:1
Bonded:148
PM053:1/PM054:1
PM053:1/PM056:1
Bonded:151 PM053:1/PM056:1
PM053:1/PM061:1
Bonded:152 PM053:1/PM056:1
PM053:1/PM057:1
Bonded:153 PM053:1/PM061:1
PM053:1/PM055:1
Bonded:154 PM053:1/PM061:1
PM053:1/PM055:2
Bonded:155 PM053:1/PM055:1
PM053:1/PM062:1
Bonded:156
PM053:1/PM055:2
PM053:1/PM062:1
Bonded:157
PM053:1/PM055:2
PM053:1/PM062:1
Bonded:158
PM053:1/PM058:1
PM053:1/PM057:1
Bonded:159
PM053:1/PM058:1
PM053:1/PM057:1
Bonded:160 PM053:1/PM058:1
PM053:1/PM057:1
Bonded:161 PM053:1/PM058:1
PM053:1/PM060:1
Bonded:162
PM053:1/PM058:1
PM053:1/Graxeira M6:1
Bonded:163
PM053:1/PM058:1
PM053:1/Graxeira M6:2
Bonded:164
PM053:1/PM059:1
PM053:1/PM060:1
Bonded:165
PM053:1/PM062:1
PM053:1/PM063:1
Bonded:166 PM053:1/PM062:1
PM053:1/Pino R:1
Bonded:180 PM038:1/PM044:1
PM038:1/PM043:1
Bonded:181 PM038:1/PM044:1
PM038:1/DIN 963 - replaced by DIN EN ISO 2009 M10 x 25:1
Bonded:182 PM038:1/PM044:1
PM038:1/DIN 963 - replaced by DIN EN ISO 2009 M10 x 25:1
Bonded:183 PM038:1/PM043:1
PM038:1/PM039:1
Bonded:184 PM038:1/PM043:1
PM038:1/PM039:2
Bonded:185
PM038:1/PM043:1
PM038:1/DIN 963 - replaced by DIN EN ISO 2009 M10 x 25:1
Bonded:186 PM038:1/PM043:1
PM038:1/DIN 934 - replaced by DIN EN 24032/28673/28674 M10:1
Bonded:187 PM038:1/PM042:1
PM038:1/PM040:1

11. Bonded:188 PM038:1/PM042:1
PM038:1/PM040:2
Bonded:189 PM038:1/PM041:1
PM038:1/PM040:1
Bonded:190 PM038:1/PM041:1
PM038:1/PM040:2
Bonded:191
PM038:1/DIN 963 - replaced by DIN EN ISO 2009 M10 x 25:1
PM038:1/DIN 934 - replaced by DIN EN 24032/28673/28674 M10:1
Bonded:192
PM072:1
PM072:1
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 1136,5 N
-1132,31 N
96,0009 N m
0 N m
0 N -96,0007 N m
97,51 N 0,208713 N m
Fixed Constraint:2 1138,19 N
1133 N
18,6093 N m
-0,0534597 N m
0 N -18,6089 N m
108,597 N 0,116817 N m
Result Summary
Name Minimum Maximum
Volume 8883110 mm^3
Mass 35,8983 kg
Von Mises Stress 0 MPa 74,5157 MPa
1st Principal Stress -1,58104 MPa 46,6901 MPa
3rd Principal Stress -49,6312 MPa 1,64584 MPa
Displacement 0 mm 1,80172 mm
Safety Factor 3,4892 ul 15 ul
Stress XX -30,0858 MPa 28,8853 MPa
Stress XY -22,374 MPa 22,5285 MPa
Stress XZ -16,048 MPa 24,8546 MPa
Stress YY -43,4792 MPa 42,5824 MPa
Stress YZ -28,1971 MPa 27,6777 MPa
Stress ZZ -24,7299 MPa 23,8985 MPa
X Displacement -0,0476812 mm 0,0560775 mm
Y Displacement -0,00530719 mm 0,000202693 mm
Z Displacement -1,80135 mm 0,0000846432 mm
Equivalent Strain 0 ul 0,00031931 ul
1st Principal Strain -0,00000000015934 ul 0,000281428 ul
3rd Principal Strain -0,0002912 ul 0,0000000000973744 ul
Strain XX -0,000167789 ul 0,000165755 ul
Strain XY -0,000143755 ul 0,000144748 ul
Strain XZ -0,00010311 ul 0,000159694 ul
Strain YY -0,000243965 ul 0,000238284 ul
Strain YZ -0,00018117 ul 0,000177832 ul
Strain ZZ -0,000165039 ul 0,000164161 ul
Contact Pressure 0 MPa 179,642 MPa
Contact Pressure X -136,621 MPa 112,941 MPa
Contact Pressure Y -83,07 MPa 85,1432 MPa

12. Contact Pressure Z -100,145 MPa 139,627 MPa
Figures
Von Mises Stress

13. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

14. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

15. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

16. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

17. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

18. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

19. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

20. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

21. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

22. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

23. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

24. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

25. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

26. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

27. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

28. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

29. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

30. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

31. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

32. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

33. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

34. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

35. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

36. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

37. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

38. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)

39. PM043.ipt
PM071.ipt
PM071.ipt
Pino R.ipt
Pino R.ipt
PM074.ipt
Pino R.ipt
Name Steel, Mild
General
Mass Density 7,85 g/cm^3
Yield Strength 207 MPa
Ultimate Tensile Strength 345 MPa
Stress
Young's Modulus 220 GPa
Poisson's Ratio 0,275 ul
Shear Modulus 86,2745 GPa
Part Name(s)
DIN 963 - replaced by DIN EN ISO 2009 M10 x 25
DIN 934 - replaced by DIN EN 24032/28673/28674 M10
Operating conditions
Force:1
Load Type Force
Magnitude 200.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -200.000 N
Selected Face(s)