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output_shaft.txt
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output_shaft.txt
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--------
Point Q
--------
Stresses:
Ma = 125.371
Mm = 0.000
Ta = 0.000
Tm = 0.000
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.938
kc = 1.000
Se = 20.997
Stress Concentrations
Kt = 2.700
Kts = 2.200
r = 0.011
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.787
Kfs = 1.642
#--- Solving for n using Goodman criterion ---#
Se = 20.997
Kf = 1.787
Goodman: n = 1.503
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.938
kc = 1.000
Se = 20.997
Stress Concentrations
Kt = 2.700
Kts = 2.200
r = 0.011
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.787
Kfs = 1.642
#--- Solving for n using yielding criterion ---#
Se = 20.997
Kf = 1.787
yielding: n = 3.150
--------
Point R
--------
Stresses:
Ma = 292.532
Mm = 0.000
Ta = 0.000
Tm = 0.000
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.915
kc = 1.000
Se = 20.494
Stress Concentrations
Kt = 1.700
Kts = 1.500
r = 0.069
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.479
Kfs = 1.371
#--- Solving for n using Goodman criterion ---#
Se = 20.494
Kf = 1.479
Goodman: n = 1.501
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.915
kc = 1.000
Se = 20.494
Stress Concentrations
Kt = 1.700
Kts = 1.500
r = 0.069
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.479
Kfs = 1.371
#--- Solving for n using yielding criterion ---#
Se = 20.494
Kf = 1.479
yielding: n = 3.223
--------
Point S
--------
Stresses:
Ma = 376.112
Mm = 0.000
Ta = 0.000
Tm = 0.000
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.870
kc = 1.000
Se = 19.487
Stress Concentrations
Kt = 1.700
Kts = 1.500
r = 0.110
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.513
Kfs = 1.392
#--- Solving for n using Goodman criterion ---#
Se = 19.487
Kf = 1.513
Goodman: n = 4.456
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.870
kc = 1.000
Se = 19.487
Stress Concentrations
Kt = 1.700
Kts = 1.500
r = 0.110
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.513
Kfs = 1.392
#--- Solving for n using yielding criterion ---#
Se = 19.487
Kf = 1.513
yielding: n = 10.061
--------
Point T
--------
Stresses:
Ma = 283.023
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.870
kc = 1.000
Se = 19.487
Stress Concentrations
Kt = 2.140
Kts = 3.000
r = 0.022
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.627
Kfs = 2.240
#--- Solving for n using Goodman criterion ---#
Se = 19.487
Kf = 1.627
Goodman: n = 1.666
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.870
kc = 1.000
Se = 19.487
Stress Concentrations
Kt = 2.140
Kts = 3.000
r = 0.022
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.627
Kfs = 2.240
#--- Solving for n using yielding criterion ---#
Se = 19.487
Kf = 1.627
yielding: n = 1.710
--------
Point U
--------
Stresses:
Ma = 254.721
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.870
kc = 1.000
Se = 19.487
Stress Concentrations
Kt = 5.000
Kts = 3.000
r = 0.010
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 2.808
Kfs = 2.048
#--- Solving for n using Goodman criterion ---#
Se = 19.487
Kf = 2.808
Goodman: n = 1.504
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.870
kc = 1.000
Se = 19.487
Stress Concentrations
Kt = 5.000
Kts = 3.000
r = 0.010
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 2.808
Kfs = 2.048
#--- Solving for n using yielding criterion ---#
Se = 19.487
Kf = 2.808
yielding: n = 1.707
--------
Point V
--------
Stresses:
Ma = 198.116
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.879
kc = 1.000
Se = 19.686
Stress Concentrations
No stress concentration, Kf = Kfs = 1.000
#--- Solving for n using Goodman criterion ---#
Se = 19.686
Kf = 1.000
Goodman: n = 2.843
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.879
kc = 1.000
Se = 19.686
Stress Concentrations
No stress concentration, Kf = Kfs = 1.000
#--- Solving for n using yielding criterion ---#
Se = 19.686
Kf = 1.000
yielding: n = 2.893
--------
Point W
--------
Stresses:
Ma = 84.907
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.879
kc = 1.000
Se = 19.686
Stress Concentrations
Kt = 2.700
Kts = 2.200
r = 0.020
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.915
Kfs = 1.730
#--- Solving for n using Goodman criterion ---#
Se = 19.686
Kf = 1.915
Goodman: n = 1.942
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.879
kc = 1.000
Se = 19.686
Stress Concentrations
Kt = 2.700
Kts = 2.200
r = 0.020
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.915
Kfs = 1.730
#--- Solving for n using yielding criterion ---#
Se = 19.686
Kf = 1.915
yielding: n = 1.798
--------
Point X
--------
Stresses:
Ma = 0.000
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.879
kc = 0.590
Se = 11.615
Stress Concentrations
Kt = 5.000
Kts = 3.000
r = 0.010
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 2.808
Kfs = 2.048
#--- Solving for n using Goodman criterion ---#
Se = 11.615
Kf = 2.808
Goodman: n = 1.963
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.879
kc = 0.590
Se = 11.615
Stress Concentrations
Kt = 5.000
Kts = 3.000
r = 0.010
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 2.808
Kfs = 2.048
#--- Solving for n using yielding criterion ---#
Se = 11.615
Kf = 2.808
yielding: n = 1.630
--------
Point Y
--------
Stresses:
Ma = 0.000
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.879
kc = 0.590
Se = 11.615
Stress Concentrations
No stress concentration, Kf = Kfs = 1.000
#--- Solving for n using Goodman criterion ---#
Se = 11.615
Kf = 1.000
Goodman: n = 4.020
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.879
kc = 0.590
Se = 11.615
Stress Concentrations
No stress concentration, Kf = Kfs = 1.000
#--- Solving for n using yielding criterion ---#
Se = 11.615
Kf = 1.000
yielding: n = 3.337
--------
Point Z
--------
Stresses:
Ma = 0.000
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.879
kc = 0.590
Se = 11.615
Stress Concentrations
Kt = 2.140
Kts = 3.000
r = 0.020
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.614
Kfs = 2.217
#--- Solving for n using Goodman criterion ---#
Se = 11.615
Kf = 1.614
Goodman: n = 1.813
Endurance Limit
S'e = 26.500
a = 2.000
b = -0.217
ka = 0.845
kb = 0.879
kc = 0.590
Se = 11.615
Stress Concentrations
Kt = 2.140
Kts = 3.000
r = 0.020
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.614
Kfs = 2.217
#--- Solving for n using yielding criterion ---#
Se = 11.615
Kf = 1.614
yielding: n = 1.505