1Shaft geometryBuild the shaft left-to-right from cylindrical sections. Each has a length, outer diameter, optional bore (for a hollow shaft), and the fillet radius at the step to the next section (which sets the shoulder stress concentration). Diameter changes become evaluation stations.
Total length 240 mm. Bearings must sit within the shaft.
2Transverse loadsRadial forces from gears, pulleys, sprockets or belt tension. The angle sets the plane (0° vertical, 90° horizontal) so combined-plane bending is handled. Position is measured from the left end.
3TorqueTorque enters at the drive and leaves at the driven feature(s). Enter positive for torque in, negative for torque out; the values must sum to zero. The running sum gives the torque diagram T(x).
4Material & duty
Sut 630 · Sy 530 MPa · E 205 GPa
DE-Goodman (free)
Advanced: extra risers & rotor disksAdd keyway/groove/custom stress risers at any position, and rotor/gear disk masses for the critical-speed calculation (the shaft's own mass is always included).
Stress features
Rotor disks (critical speed)
Results
✓ Governing fatigue SF 2.34 ≥ target 2 (Shoulder 30→40 mm)
Governing fatigue SF
2.34
Shoulder 30→40 mm · Ø30 mm
Static (yield) SF
4.06
first-cycle von Mises
Required Ø (governing)
28.5mm
solid, for SF 2
Max bending moment
150N·m
at 120 mm
Max deflection
0.022mm
slope A/B 0.022/0.022°
Angle of twist
0.132°
reactions 1,500/1,500 N
Shaft elevation
ABGeargoverningside elevation · length 240 mm · diameters to scale · ● stations
Bending moment (resultant)
-18.028.575.0121.5168.0N·m04896144192240x (mm)
Torque
-30.047.5125.0202.5280.0N·m04896144192240x (mm)
Per-station safetyEvery shoulder (and any declared keyway/groove/custom feature) is a potential fatigue site. The governing station has the lowest fatigue safety factor.
StationxØn_fatn_yldreq Ø
Shoulder 30→40 mm60302.344.0628.5
Shoulder 40→30 mm180304.6413.5822.7
Max bending moment120407.3522.225.9
Upgrade for the full station table (Kf, Kfs, Se), extra keyway/groove risers, alternative fatigue criteria, and critical speed.
First critical speedThe first lateral (whirl) critical speed by Rayleigh's method, from the static deflection under the shaft's own distributed mass plus any rotor disks. Keep the operating speed well below (or above, with care) this.
1st critical speed
101,371rpm
Rayleigh · 1,689.5 Hz
Reference & assumptions

The shaft is modelled as cylindrical (solid or hollow) sections on two simple bearing supports. Bearing reactions and the shear/bending-moment diagrams are resolved independently in the vertical and horizontal planes and combined to a resultant M(x) = √(M_y² + M_z²); the torque diagram is the running sum of the applied torques. Bending deflection comes from numerically integrating M/(E·I(x)) twice with the section-varying I, fixing zero deflection at the two bearings; the angle of twist is ∫T/(G·J) dx. Each shoulder and declared feature is checked for static first-cycle yield (peak distortion-energy stress vs Sy) and fatigue by the distortion-energy criteria (DE-Goodman / Gerber / ASME-elliptic / Soderberg, Shigley Ch. 7), assuming a rotating shaft (fully-reversed bending, steady torque). The endurance limit uses the Marin factors Se = ka·kb·ke·(0.5·Sut) with ka = a·Sut^b for the surface finish, the rotating-beam size factor kb, and the reliability factor ke; the load factor is carried by the von Mises combination. Fatigue stress-concentration factors are Kf = 1 + q(Kt − 1) with the Peterson/Pilkey shoulder-fillet Kt fits (or Shigley Table 7-1 estimates for keyseats/grooves) and Neuber notch sensitivity q. The first lateral critical speed is a Rayleigh estimate from the self-weight-plus-disk deflection. Not modelled: axial load, bearing/support flexibility, gyroscopic and multi-mode dynamics, residual/mean bending stress, and stress-concentration interaction — confirm against detailed FEA and the applicable standards before production.

Validated: the four distortion-energy diameter equations reproduce Shigley's Mechanical Engineering Design Prob. 7-1 (A = 338.4, B = 265.5 N·m, Se = 210, Sut = 700, Sy = 560 MPa → d = 27.27 mm Goodman, 25.77 mm elliptic, 27.70 mm Soderberg at n = 2); the Marin surface factor (machined, Sut = 560 → ka = 0.84) and Neuber notch sensitivity (r = 1.07 mm → q = 0.72 bending, 0.77 torsion) match Prob. 7-2; and a uniform simply-supported shaft reproduces the closed-form reactions (W/2), moment (WL/4), central deflection (WL³/48EI) and single-mass Rayleigh critical speed (ωc = √(g/δ)) to machine precision.

Calculation steps
1. Bearing reactions (statics)
ΣF = 0, ΣM_A = 0 in each plane, resultant = √(Ry² + Rz²)
loads resolved into vertical/horizontal planes
R_A = 1,500 N, R_B = 1,500 N
2. Resultant bending moment
M(x) = √(M_y(x)² + M_z(x)²)
two-plane moment diagrams
M_max = 150 N·m at x = 120 mm
3. Endurance limit at the governing station (Marin)
Se = ka·kb·ke·Se', Se' = 0.5·Sut
AISI 1045 CD steel, Machined / cold-drawn finish, 99% reliability, d = 30 mm
Se = 181 MPa
4. Stress-concentration factors
Kf = 1 + q(Kt − 1), Kfs = 1 + qs(Kts − 1)
Shoulder 30→40 mm: Kt = 2.08, Kts = 1.63
Kf = 1.84, Kfs = 1.52
5. von Mises alternating & midrange stress
σ'a = Kf·32·M/(π·d³) (reversed bending), σ'm = √3·Kfs·16·T/(π·d³) (steady torque)
M = 60 N·m, T = 250 N·m
σ'a = 41.6 MPa, σ'm = 123.9 MPa
6. Fatigue safety (DE-Goodman)
1/n = σ'a/Se + σ'm/Sut (Goodman)
Se = 181 MPa, Sut = 630 MPa
n_fatigue = 2.34 · n_yield = 4.06