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output_safety_factors.txt
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output_safety_factors.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
ka = 0.845
kb = 0.760
kc = 1.000
Se = 17.019
Stress Concentrations
Kt = 2.700
Kts = 2.200
r = 0.063
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 2.146
Kfs = 1.881
#--- Solving for n using Goodman criterion ---#
Se = 17.019
Kf = 2.146
Goodman: n = 193.980
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.760
kc = 1.000
Se = 17.019
Stress Concentrations
Kt = 2.700
Kts = 2.200
r = 0.063
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 2.146
Kfs = 1.881
#--- Solving for n using yielding criterion ---#
Se = 17.019
Kf = 2.146
yielding: n = 501.515
--------
Point R
--------
Stresses:
Ma = 292.532
Mm = 0.000
Ta = 0.000
Tm = 0.000
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.757
kc = 1.000
Se = 16.958
Stress Concentrations
Kt = 1.700
Kts = 1.500
r = 0.322
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.577
Kfs = 1.431
#--- Solving for n using Goodman criterion ---#
Se = 16.958
Kf = 1.577
Goodman: n = 120.781
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.757
kc = 1.000
Se = 16.958
Stress Concentrations
Kt = 1.700
Kts = 1.500
r = 0.322
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.577
Kfs = 1.431
#--- Solving for n using yielding criterion ---#
Se = 16.958
Kf = 1.577
yielding: n = 313.394
--------
Point S
--------
Stresses:
Ma = 376.112
Mm = 0.000
Ta = 0.000
Tm = 0.000
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.816
kc = 1.000
Se = 18.282
Stress Concentrations
Kt = 1.700
Kts = 1.500
r = 0.199
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.551
Kfs = 1.415
#--- Solving for n using Goodman criterion ---#
Se = 18.282
Kf = 1.551
Goodman: n = 24.421
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.816
kc = 1.000
Se = 18.282
Stress Concentrations
Kt = 1.700
Kts = 1.500
r = 0.199
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.551
Kfs = 1.415
#--- Solving for n using yielding criterion ---#
Se = 18.282
Kf = 1.551
yielding: n = 58.777
--------
Point T
--------
Stresses:
Ma = 283.023
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.816
kc = 1.000
Se = 18.282
Stress Concentrations
Kt = 2.140
Kts = 3.000
r = 0.040
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.709
Kfs = 2.374
#--- Solving for n using Goodman criterion ---#
Se = 18.282
Kf = 1.709
Goodman: n = 9.254
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.816
kc = 1.000
Se = 18.282
Stress Concentrations
Kt = 2.140
Kts = 3.000
r = 0.040
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.709
Kfs = 2.374
#--- Solving for n using yielding criterion ---#
Se = 18.282
Kf = 1.709
yielding: n = 9.675
--------
Point U
--------
Stresses:
Ma = 254.721
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.816
kc = 1.000
Se = 18.282
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 = 18.282
Kf = 2.808
Goodman: n = 8.763
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.816
kc = 1.000
Se = 18.282
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 = 18.282
Kf = 2.808
yielding: n = 10.221
--------
Point V
--------
Stresses:
Ma = 198.116
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.825
kc = 1.000
Se = 18.469
Stress Concentrations
No stress concentration, Kf = Kfs = 1.000
#--- Solving for n using Goodman criterion ---#
Se = 18.469
Kf = 1.000
Goodman: n = 16.705
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.825
kc = 1.000
Se = 18.469
Stress Concentrations
No stress concentration, Kf = Kfs = 1.000
#--- Solving for n using yielding criterion ---#
Se = 18.469
Kf = 1.000
yielding: n = 17.324
--------
Point W
--------
Stresses:
Ma = 84.907
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.825
kc = 1.000
Se = 18.469
Stress Concentrations
Kt = 2.700
Kts = 2.200
r = 0.036
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 2.039
Kfs = 1.812
#--- Solving for n using Goodman criterion ---#
Se = 18.469
Kf = 2.039
Goodman: n = 10.955
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.825
kc = 1.000
Se = 18.469
Stress Concentrations
Kt = 2.700
Kts = 2.200
r = 0.036
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 2.039
Kfs = 1.812
#--- Solving for n using yielding criterion ---#
Se = 18.469
Kf = 2.039
yielding: n = 10.268
--------
Point X
--------
Stresses:
Ma = 0.000
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.825
kc = 0.590
Se = 10.897
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 = 10.897
Kf = 2.808
Goodman: n = 11.759
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.825
kc = 0.590
Se = 10.897
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 = 10.897
Kf = 2.808
yielding: n = 9.762
--------
Point Y
--------
Stresses:
Ma = 0.000
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.825
kc = 0.590
Se = 10.897
Stress Concentrations
No stress concentration, Kf = Kfs = 1.000
#--- Solving for n using Goodman criterion ---#
Se = 10.897
Kf = 1.000
Goodman: n = 24.077
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.825
kc = 0.590
Se = 10.897
Stress Concentrations
No stress concentration, Kf = Kfs = 1.000
#--- Solving for n using yielding criterion ---#
Se = 10.897
Kf = 1.000
yielding: n = 19.988
--------
Point Z
--------
Stresses:
Ma = 0.000
Mm = 0.000
Ta = 0.000
Tm = 1487.780
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.825
kc = 0.590
Se = 10.897
Stress Concentrations
Kt = 2.140
Kts = 3.000
r = 0.036
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.697
Kfs = 2.354
#--- Solving for n using Goodman criterion ---#
Se = 10.897
Kf = 1.697
Goodman: n = 10.229
Endurance Limit
S'e = 26.500
ka = 0.845
kb = 0.825
kc = 0.590
Se = 10.897
Stress Concentrations
Kt = 2.140
Kts = 3.000
r = 0.036
sqrt(a) [bending] = 0.121
sqrt(a) [torsion] = 0.091
Kf = 1.697
Kfs = 2.354
#--- Solving for n using yielding criterion ---#
Se = 10.897
Kf = 1.697
yielding: n = 8.492