Shaft Sizing & Stress Analysis (DIN 743 / ASME)

Calculate shaft bearing reaction forces, shear-moment diagrams, combined torsion-bending equivalent stresses, and safety factors per DIN 743 and ASME B106.1M.

Shaft Sizing

Reactions · von Mises · ASME diameter

Geometry & load

Safe — von Mises FoS 4.394 ≥ 2.00
Left reaction Ra
1000.0 N
Right reaction Rb
1000.0 N
Max bending M
250.00 N·m
Bending σb
94.3 MPa
Torsion τ
15.1 MPa
von Mises σvm
97.9 MPa
Required d (n-target)
23.1 mm
Yield Sy
430 MPa
FoS
4.394

Simply supported shaft, single point load. Ra = F(L−a)/L, Rb = Fa/L, M = Fa(L−a)/L. σb = 32M/(πd³), τ = 16T/(πd³), σvm = √(σb² + 3τ²). Diameter from distortion-energy: d = [32n/(π Sy) · √(M² + 0.75 T²)]⅓. Steady torsion + static bending; not a fatigue (DE-Goodman) check.

Formula · assumptions · worked example(DIN 743-1/2:2012 · ASME B106.1M · Euler-Bernoulli Statics)

Formula

M_{\max} = \frac{F \cdot a \cdot (L - a)}{L}, \quad \sigma_{vm} = \sqrt{\sigma_b^2 + 3\tau^2}, \quad \text{FoS} = \frac{S_y}{\sigma_{vm}}

Simply supported transmission shaft under point load F and driving torque T. Calculates bearing reactions RA/RB, max bending moment, von Mises equivalent stress, and safety factor.

Assumptions

  • · Simply supported boundary condition with ideal rigid knife-edge or self-aligning bearing supports
  • · Uniform circular shaft cross-section with elastic stress distribution below yield limit Sy
  • · Minimum required design factor of safety nreq ≥ 2.00 under nominal operating conditions
DIN 743-1/2:2012 / ASME B106.1M / FKM-Guideline

Stepped Drive Shaft Bearing Reactions & Combined Stress Analysis

STATUS: PASS(+119.5% safety margin above required FoS)

Simply supported transmission shaft under transverse point load and steady torque with bearing reactions, maximum bending moment, von Mises stress, and diameter verification.

1. Inputs & Boundary Parameters (Girdiler)
Shaft total length L500.0 mm
Load position a250.0 mm
Transverse load F2000.0 N
Driving torque T80.0 N·m
Nominal diameter d30.0 mm
Shaft materialC45 / AISI 1045 Medium Carbon EN 10083-2
Yield strength Sy430.0 MPa
Tensile strength Sut650.0 MPa
Design safety target nreq2.00 [-]
2. Applied Governing Equations & Standard Clauses (Bağıntılar & Norm Maddesi)
Bearing Support Reactions: RA = F · (L - a) / L, RB = F · a / L
DIN 743-1:2012 / ASME B106.1M
Maximum Bending Moment: Mmax = (F · a · (L - a)) / L
Euler-Bernoulli Beam Statics
Bending & Torsional Stresses: σb = (32 · Mmax) / (π · d³), τ = (16 · T) / (π · d³)
DIN 743-1 Clause 4
von Mises Equivalent Stress: σvm = √(σb² + 3 · τ²)
Distortion Energy Theory
Minimum Required Diameter: dreq = [ (32 · nreq / (π · Sy)) · √(Mmax² + 0.75 · T²) ]^(1/3)
ASME B106.1M Design Eq.
3. Intermediate Calculation Stages (Ara Değerler)
Support reaction forces RA, RBSymmetric load distribution at mid-span
1000.0 N
Peak bending moment MmaxMaximum at load point x = 250 mm
250.0 N·m
Normal bending stress σbOuter fiber peak tensile/compressive stress
94.31 MPa
Torsional shear stress τOuter surface shear stress
15.09 MPa
Combined von Mises stress σvmEquivalent multi-axial stress
97.87 MPa
4. Engineering Verification Result & Limit Threshold (Sonuç + Sınır)PASS
Yield Safety Factor FoS & Minimum Diameter dreq: FoS = 4.39 | dreq = 23.36 mm
Acceptance limit: FoS ≥ 2.00 | d = 30.00 mm ≥ 23.36 mm