Shaft 02
Shaft 02
Shaft 02
1.5
0.5
0
-2 0 2 4 6 8 10
-0.5
-1
-1.5
2.2 Table 1 2 3 4 5 6 7 8 9 10
Origin 0.00 0.79 1.18 2.36 5.12 5.51 5.91 6.69 8.66 8.66
L 0.787 0.394 1.181 2.756 0.394 0.394 0.787 1.969
ø Da 0.984 1.181 1.969 2.362 1.772 1.575 1.181 0.984
ø Db 0.984 1.181 1.969 2.362 1.772 1.575 1.181 0.984
ø da 0.197 0.197 0.197 0.197 0.197 0.197 0.197 0.000
ø db 0.197 0.197 0.197 0.197 0.197 0.197 0.197 0.000
R 0.039 0.039 0.039 0.039 0.039 0.039 0.039 0.039
2.3 Total length of the shaft 8.66 [in] 2.6 The shaft surface (Roughness Ra)
2.4 X-coordinate of the left support (bearing) Fixed 0.39 [in]
2.5 X-coordinate of the right support (bearing) Free 6.30 [in]
3.0 Notches and necking-down on the shaft
3.1 The ultimate tensile strength (Su, Rm) 86297.0 ✘ [psi]
3.2 Notch sensitivity factor (q) 0.45
3.3 A. Transverse hole
X[in] d[in] bc bb bt
-2 0 2 4 6 8 10
1.00 1.00 1.00
1.00 1.00 1.00
3.4 B. Necking-down
X[in] d[in] r[in] bc bb bt
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00
3.5 C. General notch
X[in] b[in] bc bb bt
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00
3.6 D. Rounding between cylindrical sections of the shaft
1 2 3 4 5 6 7 8 9
bc 1.59 1.79 1.86 1.90 1.68 1.72 1.59 1.00 1.00
bb 1.50 1.64 1.73 1.75 1.59 1.60 1.50 1.00 1.00
bt 1.25 1.34 1.37 1.38 1.29 1.31 1.25 1.00 1.00
4.0 Loading of the shaft
-2 0 2 4 6 8 10
6.3 Yield strength in tension SY/Re 56093 [psi] 6.20 Coefficient of maximum loading
6.4 Yield strength in bending SYb/Reb 67312 [psi] 6.21 Bending 1.70
6.5 Yield strength in shear SYs/Res 39265 [psi] 6.22 Radial load 1.70
6.6 For reversed loading 6.23 Torsion 1.70
6.7 Fatigue limit - tension-press sC 31067 [psi] 6.24 Tension/Compression 1.70
6.8 Fatigue limit - bending seC 41423 [psi] 6.25 Loading conditions
6.9 Fatigue limit - torsion tC 25889 [psi] 6.26 Loading from bending moment
6.10 For cyclic loading 6.27 Loading from radial force
6.11 Fatigue limit - tension-press shC 46600 [psi] 6.28 Load from torsional moment
6.12 Fatigue limit - bending sehC 62134 [psi] 6.29 Loading from tension/pressure force
6.13 Fatigue limit - torsion thC 36245 [psi] 6.30 Dynamic strength check
6.14 Specific mass Ro 490.0 [lb/feet^3] 6.31 Impact from shaft surface
6.15 Modulus of elasticity in tensi E 30457800 [psi] 6.32 Impact from shaft size
6.16 Modulus of elasticity in shea G 11603000 [psi] 6.33 Impact from stress concentration (notc
? Results section
7.0 Results - summary
8.0 Graph - Deflection, Bending angle
9.0 Graph - Bending moment, Bending stress
10.0 Graph - Radial force, Stress in shear
11.0 Graph - Axial force, Torsional moment
12.0 Graph - Torsional angle, Reduced stress, Safety coeficient
13.0 Graphical output, CAD systems
Calculation's units
Imperial (lbf, in, HP….)
SI Units (N, mm, kW…)
Type of load
A…Static torsion Static torsion
B…Static torsion + bending Static torsion + bending
C…Repeated torsion + bending Repeated torsion + bending
Material table 2 3 4 5
kg/m3
A…Structural steel (50800 - 101500) Structural steel A 7850
B…Refined and alloyed steel (72500 Refined and alloye B 7850
C…Case-hardened steel (101500 - 1 Case-hardened st C 7850
D…Grey cast iron (14500 - 50800) Grey cast iron D 7200
E…Light alloys (14500 - 65300) Light alloys E 2800
Senzitivy coeficient
Rm [MPa] Material A Material B Material C Material D
100 0.4 0.4 0.4 0.2
200 0.4 0.4 0.4 0.23
300 0.4 0.4 0.4 0.26
400 0.4 0.4 0.4 0.3
500 0.45 0.45 0.45 0.3
600 0.45 0.45 0.45 0.3
700 0.45 0.45 0.45 0.3
800 0.5 0.5 0.5 0.3
900 0.6 0.6 0.6 0.3
1000 0.7 0.7 0.7 0.3
1100 0.8 0.8 0.8 0.3
1200 0.9 0.9 0.9 0.3
1300 0.95 0.95 0.95 0.3
1400 0.95 0.95 0.95 0.3
1500 0.95 0.95 0.95 0.3
Stright
Key A Key B
splines
0 1 1 1 1.6
200 1 1.2 1.1 1.8
300 1 1.35 1.2 1.95
400 1 1.51 1.3 2.1
500 1 1.64 1.38 2.25
600 1 1.76 1.46 2.36
700 1 1.89 1.54 2.45
800 1 2.01 1.62 2.55
900 1 2.14 1.64 2.67
1000 1 2.26 1.77 2.7
1100 1 2.38 1.86 2.75
1200 1 2.5 1.92 2.8
Stress coeficients (bending)
0 1 1 1 1.6
200 1 1.2 1.1 1.8
300 1 1.35 1.2 1.95
400 1 1.51 1.3 2.1
500 1 1.64 1.38 2.25
600 1 1.76 1.46 2.36
700 1 1.89 1.54 2.45
800 1 2.01 1.62 2.55
900 1 2.14 1.64 2.67
1000 1 2.26 1.77 2.7
1100 1 2.38 1.86 2.75
1200 1 2.5 1.92 2.8
Stress coeficients (torsion)
0 1 1 1 1.1
200 1 1.05 1.05 1.15
300 1 1.1 1.1 1.25
400 1 1.2 1.2 1.35
500 1 1.37 1.37 1.45
600 1 1.54 1.54 1.55
700 1 1.71 1.71 1.6
800 1 1.88 1.88 1.65
900 1 2.05 2.05 1.7
1000 1 2.22 2.22 1.72
1100 1 2.32 2.32 1.73
1200 1 2.39 2.39 1.75
Hole coeficients
d/D 0 0.1 0.2 0.3
Ax 1 0.87 0.74 0.62
Ix 1 0.83 0.66 0.51
Sx 1 0.83 0.68 0.53
Ik 1 0.91 0.82 0.73
Coeficient Alfa0
Torsion Bending -> static dynamic alternating
static 1 0.8 0.7
dynamic 1.15 1 0.85
alternating 1.3 1.15 1
Material E
1
1
1
1
1
1
1
1
1
1
1
1
1
Material E
1
1
1
1
1
1
1
1
1
1
1
1
1
E F G H
0.95 0.92 0.9 0.85
0.94 0.9 0.87 0.8
0.9 0.8 0.78 0.7
0.83 0.75 0.68 0.58
0.78 0.69 0.6 0.47
0.76 0.66 0.55 0.37
0.73 0.63 0.48 0.28
0.72 0.59 0.4 0.22
0.71 0.57 0.35 0.2
Involute Cylindrical Cylindrical Cylindrical
Thread Neck
splines pressure A pressure B pressure C
1.6 1.4 1.3 1.05 1.1 2
1.8 1.6 1.45 1.1 1.2 2.1
1.95 1.8 1.6 1.15 1.3 2.2
1.41 2.1 1.75 1.2 1.45 2.3
1.43 2.4 2 1.3 1.78 2.4
1.46 2.6 2.2 1.4 1.96 2.5
1.49 2.9 2.4 1.5 2.2 2.6
1.52 3.1 2.6 1.6 2.32 2.75
1.55 3.5 2.8 1.8 2.47 2.83
1.58 3.8 3.1 1.9 2.61 3
1.59 4.1 3.4 2.1 2.75 3.1
1.6 4.4 3.7 2.3 2.9 3.2
1.1 1 1 1 1 1.5
1.15 1.04 1 1 1 1.6
1.25 1.17 1.04 1 1 1.7
1.35 1.365 1.1375 1 1 1.8
1.45 1.56 1.3 1 1 1.86
1.55 1.69 1.43 1 1 1.94
1.6 1.885 1.56 1 1 2.02
1.65 2.015 1.69 1.04 1 2.1
1.7 2.275 1.82 1.17 1 2.15
1.72 2.47 2.015 1.235 1 2.23
1.73 2.665 2.21 1.365 1 2.3
1.75 2.86 2.405 1.495 1 2.4
Translation table
Shear force
Bending moment
Angular deflection
Deflection
Bending stress
Stress in shear
Sum
Direction of max. value
overhung rotating disc
rotating disc between the bearings
cs are rotating
14 15 16 17 18 19 20
s(Res)
selected
35036.58809
39265.14183
31066.9254
31066.9254
36244.7463
1.0 General
1.1 Language ###
2.0 Info
2.1 Name of help file shaft.htm
2.2 Version number shaft_01_92
2.3 Version date 13.04.2019-12:27:53
Copyright © 2003
This program/workbook is copyright protected
www.mitcalc.com
1.0 DXF Output Target Applications Table
Selection List Command's Table Name SendKeys App Name
DXF File
AutoCAD LT xx T_DXFC_ACAD AutoCAD LT
AutoCAD R12 T_DXFC_ACAD AutoCAD 12
AutoCAD R13 T_DXFC_ACAD14 AutoCAD
AutoCAD R14 T_DXFC_ACAD14 AutoCAD
AutoCAD 2000 T_DXFC_ACAD AutoCAD 2000
AutoCAD 2002 T_DXFC_ACAD AutoCAD 2002
AutoCAD 2004 T_DXFC_ACAD AutoCAD 2004
AutoCAD 2005 T_DXFC_ACAD AutoCAD 2005
AutoCAD 2006 T_DXFC_ACAD AutoCAD 2006
AutoCAD 2007 T_DXFC_ACAD AutoCAD 2007
AutoCAD 2008 T_DXFC_ACAD AutoCAD 2008
AutoCAD 2009 (Mechanical… T_DXFC_ACAD AutoCAD
AutoCAD 2010,2011,2012 (M T_DXFC_ACAD AutoCAD
AutoCAD 2013 T_DXFC_ACAD2013 AutoCAD
AutoCAD 2014 T_DXFC_ACAD2013 Autodesk AutoCAD
AutoCAD 2015, 2016 T_DXFC_ACAD2013 Autodesk AutoCAD
AutoCAD 2017 T_DXFC_ACAD2013 Autodesk AutoCAD
AutoCAD 2018 T_DXFC_ACAD2013 Autodesk AutoCAD
AutoCAD 2019, 2020 T_DXFC_ACAD2013 Autodesk AutoCAD
IntelliCAD 2001 T_DXFC_ICAD Intellicad 2001
CADopia IntelliCAD 4 T_DXFC_ICAD CADopia IntelliCAD 4
Ashlar Graphite v7.2 EN T_DXFC_GRAPHITE Graphite
TurboCAD Professional v8.2 T_DXFC_TCADV82 TurboCAD Professional v8.2
BricsCAD T_DXFC_BRICSCAD BricsCAD
ZWCAD T_DXFC_BRICSCAD ZWCAD
progeCAD 20xx T_DXFC_BRICSCAD progeCAD 20
Not used T_DXFC_ICAD DocumentName - Notepad
Drawing Scale
Automatic 1.18110236220472
1:100 100
1:50 50
1:20 20
1:10 10
1:5 5
2:5 2.5
1:2 2
1:1 1
2:1 0.5
5:2 0.4
5:1 0.2
10:1 0.1
System variables
Application Name DXF File
Command Table Name 0
SendKeys App Name 0
DDE App Name 0
DDE Topic 0
Intellicad 2001
SendKeys
#VALUE!
SendKeys
#VALUE!
SendKeys
#VALUE!
AutoCAD 13,14
SendKeys
{ESC}{ESC}
DDE
#VALUE!
SendKeys
~
BricsCAD
SendKeys
{ESC}{ESC}
SendKeys
#VALUE!
SendKeys
~
#VALUE!
xis_line;72;65;73;4;40;11.7;49;5.0;49;-3.0;49;0.7;49;-
8.0;49;-
ENDTAB;0;TABLE;2;LAYER;0;LAYER;2;MTC_OUTLINE;62;7;6;MTC_SOLID;70;0;0;LAYER;2;MTC
SOLID;70;0;0;LAYER;2;MTC_THIN;62;8;6;MTC_SOLID;70;0;0;LAYER;2;MTC_AXIS;62;1;6;MTC_
NDTAB;0;ENDSEC;0;SECTION;2;ENTITIES;
xis_line;72;65;73;4;40;1.2;49;0.5;49;-0.25;49;0.2;49;-
;0.5;49;-
;ENDTAB;0;TABLE;2;LAYER;0;LAYER;2;MTC_OUTLINE;62;7;6;MTC_SOLID;70;0;0;LAYER;2;MT
_SOLID;70;0;0;LAYER;2;MTC_THIN;62;8;6;MTC_SOLID;70;0;0;LAYER;2;MTC_AXIS;62;1;6;MTC
ENDTAB;0;ENDSEC;0;SECTION;2;ENTITIES;
0
;0.0;20;0.0;30;0.0;40;3.5;1;EMPTY DEFINITION
-2.0;20;-2.0;30;0.0;11;68.0;21;-2.0;31;0.0
X Y+ Y- Shaft outline
-0.007874 0
0 0 0 Scale line
1 0 0.492126 -0.492126 -0.216535 0
0.787402 0.492126 -0.492126 8.661417 0
0.787402 0 0
2 0.787402 0.590551 -0.590551
1.181102 0.590551 -0.590551
1.181102 0 0 Scale line
3 1.181102 0.984252 -0.984252 -0.216535 -2.165354
2.362205 0.984252 -0.984252 8.661417 2.165354
2.362205 0 0
4 2.362205 1.181102 -1.181102
5.11811 1.181102 -1.181102 Coeficients
5.11811 0 0 DX_1 0.108268
5 5.11811 0.885827 -0.885827 DY_1 0.216535
5.511811 0.885827 -0.885827
5.511811 0 0
6 5.511811 0.787402 -0.787402
5.905512 0.787402 -0.787402
5.905512 0 0
7 5.905512 0.590551 -0.590551
6.692913 0.590551 -0.590551
6.692913 0 0
8 6.692913 0.492126 -0.492126
8.661417 0.492126 -0.492126
8.661417 0 0
9 8.661417 0 0
8.661417 0 0
8.661417 0 0
10 8.661417 0 0
8.661417 0 0
8.661417 0 0
Shaft inner line
1 0 0 0 1
0 0.098425 -0.098425
0.787402 0.098425 -0.098425
0.787402 0 0
2 0.787402 0 0 1
0.787402 0.098425 -0.098425
1.181102 0.098425 -0.098425
1.181102 0 0
3 1.181102 0 0 1
1.181102 0.098425 -0.098425
2.362205 0.098425 -0.098425
2.362205 0 0
4 2.362205 0 0 1
2.362205 0.098425 -0.098425
5.11811 0.098425 -0.098425
5.11811 0 0
5 5.11811 0 0 1
5.11811 0.098425 -0.098425
5.511811 0.098425 -0.098425
5.511811 0 0
6 5.511811 0 0 1
5.511811 0.098425 -0.098425
5.905512 0.098425 -0.098425
5.905512 0 0
7 5.905512 0 0 1
5.905512 0.098425 -0.098425
6.692913 0.098425 -0.098425
6.692913 0 0
8 0 0 0 0
0 0 0
0 0 0
0 0 0
9 0 0 0 0
0 0 0
0 0 0
0 0 0
10 0 0 0 0
0 0 0
0 0 0
0 0 0
X Y Support (Fix)
0.393701 0 DX 0.216535
0.177165 -0.472441 DY 0.472441
0.610236 -0.472441
0.393701 0
0.610236 -0.472441
0.646325 -0.519685
0.141076 -0.519685
0.141076 -0.566929
0.646325 -0.566929
X Y Support (Float)
6.299213 0 DX 0.216535
6.082677 -0.472441 DY 0.472441
6.515748 -0.472441
6.299213 0
6.515748 -0.472441
6.559055 -0.590551
6.03937 -0.590551
X Y Force Fx
1 3.740157 0 X1 3.740157
3.523622 -0.108268 Yes/No -1
3.523622 0
2.874016 0
3.523622 0
3.523622 0.108268
3.740157 0
2 7.874016 0 X1 7.874016
7.874016 0 Yes/No 0
7.874016 0
7.874016 0
7.874016 0
7.874016 0
7.874016 0
3 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
4 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
5 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
6 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
7 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
8 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
9 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
10 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
X Y Force F
1 3.740157 0 X1 3.740157
3.667979 -0.324803 Yes/No -1
3.740157 -0.324803
3.740157 -1.40748
3.740157 -0.324803
3.812336 -0.324803
3.740157 0
2 7.874016 0 X1 7.874016
7.801837 -0.324803 Yes/No -1
7.874016 -0.324803
7.874016 -1.40748
7.874016 -0.324803
7.946194 -0.324803
7.874016 0
3 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
4 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
5 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
6 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
7 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
8 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
9 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
10 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
0 0
X Y Torsion moment
1 3.740157 -0.649606 X1 3.740157
3.740157 -1.515748 Yes/No -1
3.848425 -1.732283
3.740157 -1.948819
3.63189 -1.732283
3.740157 -1.515748
2 7.874016 0.649606 X1 7.874016
7.874016 1.515748 Yes/No 1
7.765748 1.732283
7.874016 1.948819
7.982283 1.732283
7.874016 1.515748
3 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
4 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
5 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
6 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
7 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
8 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
9 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
10 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
0 0
0 0
X Y Bending moment
1 3.956693 2.165354 X1 3.740157
3.740157 2.165354 Yes/No -1
3.740157 -2.165354
3.523622 -2.165354
2 7.874016 0 X1 7.874016
7.874016 0 Yes/No 0
7.874016 0
7.874016 0
3 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
4 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
5 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
6 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
7 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
8 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
9 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
10 0 0 X1 0
0 0 Yes/No 0
0 0
0 0
X Y Continuous load
1 3.740157 0 X1 3.740157
3.740157 0 Yes/No 0
3.740157 0 B1 0
3.740157 0
3.740157 0
2 7.874016 0 X2 7.874016
7.874016 0 Yes/No 0
7.874016 0 B2 0
7.874016 0
7.874016 0
3 0 0 X2 0
0 0 Yes/No 0
0 0 B2 0
0 0
0 0
4 0 0 X2 0
0 0 Yes/No 0
0 0 B2 0
0 0
0 0
5 0 0 X2 0
0 0 Yes/No 0
0 0 B2 0
0 0
0 0
6 0 0 X2 0
0 0 Yes/No 0
0 0 B2 0
0 0
0 0
7 0 0 X2 0
0 0 Yes/No 0
0 0 B2 0
0 0
0 0
8 0 0 X2 0
0 0 Yes/No 0
0 0 B2 0
0 0
0 0
9 0 0 X2 0
0 0 Yes/No 0
0 0 B2 0
0 0
0 0
10 0 0 X2 0
0 0 Yes/No 0
0 0 B2 0
0 0
0 0
Fi X Y X Y X Y Basic circle
0 0 2 0 3 0 4
0.174533 0.347296 1.969616 0.520945 2.954423 0.694593 3.939231
0.349066 0.68404 1.879385 1.02606 2.819078 1.368081 3.75877
0.523599 1 1.732051 1.5 2.598076 2 3.464102
0.698132 1.285575 1.532089 1.928363 2.298133 2.57115 3.064178
0.872665 1.532089 1.285575 2.298133 1.928363 3.064178 2.57115
1.047198 1.732051 1 2.598076 1.5 3.464102 2
1.22173 1.879385 0.68404 2.819078 1.02606 3.75877 1.368081
1.396263 1.969616 0.347296 2.954423 0.520945 3.939231 0.694593
1.570796 2 1.225E-16 3 1.837E-16 4 2.449E-16
1.745329 1.969616 -0.347296 2.954423 -0.520945 3.939231 -0.694593
1.919862 1.879385 -0.68404 2.819078 -1.02606 3.75877 -1.368081
2.094395 1.732051 -1 2.598076 -1.5 3.464102 -2
2.268928 1.532089 -1.285575 2.298133 -1.928363 3.064178 -2.57115
2.443461 1.285575 -1.532089 1.928363 -2.298133 2.57115 -3.064178
2.617994 1 -1.732051 1.5 -2.598076 2 -3.464102
2.792527 0.68404 -1.879385 1.02606 -2.819078 1.368081 -3.75877
2.96706 0.347296 -1.969616 0.520945 -2.954423 0.694593 -3.939231
3.141593 2.909E-15 -2 4.364E-15 -3 5.819E-15 -4
3.316126 -0.347296 -1.969616 -0.520945 -2.954423 -0.694593 -3.939231
3.490659 -0.68404 -1.879385 -1.02606 -2.819078 -1.368081 -3.75877
3.665191 -1 -1.732051 -1.5 -2.598076 -2 -3.464102
3.839724 -1.285575 -1.532089 -1.928363 -2.298133 -2.57115 -3.064178
4.014257 -1.532089 -1.285575 -2.298133 -1.928363 -3.064178 -2.57115
4.18879 -1.732051 -1 -2.598076 -1.5 -3.464102 -2
4.363323 -1.879385 -0.68404 -2.819078 -1.02606 -3.75877 -1.368081
4.537856 -1.969616 -0.347296 -2.954423 -0.520945 -3.939231 -0.694593
4.712389 -2 -5.7E-15 -3 -8.54E-15 -4 -1.14E-14
4.886922 -1.969616 0.347296 -2.954423 0.520945 -3.939231 0.694593
5.061455 -1.879385 0.68404 -2.819078 1.02606 -3.75877 1.368081
5.235988 -1.732051 1 -2.598076 1.5 -3.464102 2
5.410521 -1.532089 1.285575 -2.298133 1.928363 -3.064178 2.57115
5.585054 -1.285575 1.532089 -1.928363 2.298133 -2.57115 3.064178
5.759587 -1 1.732051 -1.5 2.598076 -2 3.464102
5.934119 -0.68404 1.879385 -1.02606 2.819078 -1.368081 3.75877
6.108652 -0.347296 1.969616 -0.520945 2.954423 -0.694593 3.939231
6.283185 -9.37E-15 2 -1.41E-14 3 -1.87E-14 4
X Y Angle indikator
0 0
-4.9E-16 2
-4.9E-16 2
-7.35E-16 3
0 0
0 0
X Y
1 0 0 Concentration Factors - Necks
#N/A 0 Yes/No 1 0
#N/A 0 Yes/No 2 0
0 0 Yes/No 3 0
0 0
2 0 0
#N/A 0
#N/A 0
0 0
0 0
3 0 0
#N/A 0
#N/A 0
0 0
0 0
XM_0253 XC_0253 Text description (Information for BOM) Textový popis (Informace pro ku
XM_0254 Row 1 (BOM attribute 1) Řádek 1 (Kusovník atribut 1)
XM_0255 Row 2 (BOM attribute 2) Řádek 2 (Kusovník atribut 2)
XM_0256 Row 3 (BOM attribute 3) Řádek 3 (Kusovník atribut 3)
XM_Material Material: Materiál:
XM_0300 Shaft freely rotating in bearings, overhung rotaHřídel volně otočný v ložiskách, r
XM_0301 Shaft freely rotating in bearings, rotating dis Hřídel volně otočný v ložiskách, r
XM_0303 Stationary placed shaft - only discs are rotatin Pevně uložený hřídel - rotují jen
DE ES FI FR
Berechnungsname
Ja Oui
Nein Non
Sprache Langue
Warnungsmeldungen automatisch anzeigen Afficher automatiquement les messages d'avertissement
Allgemein Général
Norm Norme
Informationen Info
Name der Hilfsdatei Nom du fichier d'aide
Versionsnummer Numéro de la version
Versionsdatum Date de la version
Projektinformationen Information sur le projet
Autor Auteur
Datum Date
Projekt-Nr.. Numéro de projet
Projekt-Name Nom de projet
Dateiname Nom de fichier
Grundinformation Information de base
Anmerkung Notes de projet
Autorisierung Autorisation
&Abbrechen &Annuler
Starten Démarrer
Nur anzeigen Voir seulement
&Demo &Démonstration
&Erneuern &Renouveler
&Kaufen &Acheter
A&utorisieren &Autoriser
&Herunterladen &Télécharger
Hier den Autorisierungskode eingeben: Entrer le code d'autorisation ici :
Die Übersetzung der Berechnung verläuft Traduction du calcul
&Berechnungen &Calculs
&Hilfe &Aide
Autorisierung Autoriser
Berechnung Calcul
Tafeln Tableaux
Werkstoff Matériel
Einstellung Options
Wörterbuch Dictionnaire
Daten Données
Speichern eine Kopie für andere Versionen von Offic Enregistrer une copie pour une autre version d'Office
Excel-Arbeitsmappe Classeur Excel
Binäre Excel-Arbeitsmappe Classeur Excel Binaire
Speichern Enregistrer
Umstellung des Systemdatums Changement de date du système
Autorisierung - Kennworteingabe Autorisation - entrée de mot de passe
Start der integrierten Umgebung. Démarrage de l'environnement intégré
Berechnungsstart. Démarrage de calcul
Hilfe Aide
Hilfe Aide
Hinweis Avertissement
MITCalc - Nichtgültige Lizenz MITcalc - licence invalide
Gültige Lizenz Licence valide
Gültige Lizenz Licence valide
Lizenzerneuerung Renouvellement de votre licence
Demo-Version Version de démonstration
Demo-Version Version de démonstration
Eingabefehler Erreur d'insertion
Systemfehler Erreur de système
Die Software ist nicht installiert Le logiciel n'est pas installé
Kontaktinformationen Information de contact
Copyright © 2003
Dieses Programm / Paket ist Copyright © 2003
urheberrechtlich geschützt. Ce programme est protégé par les droits d'auteur
Graphischer Ausgang Résultat graphique
Graphischer Ausgang Résultat graphique
Berechnung fehlerfrei. Calcul sans erreurs.
Zeile kontrollieren: Lignes de vérification :
Text der Beschreibung (Informationen für die Stückli Description des textes (information pour BOM)
Zeile 1 (Stückliste Attribut 1) Rangée 1 (attribut de BOM 1)
Zeile 2 (Stückliste Attribut 2) Rangée 2 (attribut de BOM 2)
Zeile 3 (Stückliste Attribut 3) Rangée 3 (attribut de BOM 3)
Werkstoff: Matériel :
Eine in Lagern frei drehbare Welle, die rotierende SchArbre tournan librement dans les roulements, disque rotatif monté à l
Eine in Lagern frei drehbare Welle, die rotierende Sc Arbre tournan librement dans les roulements, disque rotatif monté en
Eine fest gelagerte Welle – nur die Scheiben rotieren Montage fixe de l‘arbre – rien que les disques sont en rotation
HU IT JA KO NL NO PL PT RU SK SL SV TR ZH ZS
avertissement
le dessin (DXF) ?
ans la courbure
ques de l'arbre
nts, disque rotatif monté à la volée
nts, disque rotatif monté entre les roulements
ues sont en rotation