SPD

Engineering

Shaft Preliminary Design Calculator

Calculate solid-circular bending stress, torsional shear, von Mises stress, reduced allowable strength, required diameter, elastic twist, and power.

Outer-fibre bending stress-
Outer-surface torsional shear stress-
Combined von Mises stress-
Yield strength after entered reduction-
Reduced yield divided by design factor-
Reduced yield divided by combined stress-
Combined stress divided by allowable stress-
Required solid diameter at allowable stress-
Solid-shaft polar moment J-
Elastic angle of twist (degrees)-
Power at entered torque and speed-
Entered minus required diameter-

Decision view

Bending-torsion shaft stress and diameter check

Bending-torsion shaft stress and diameter checkOuter-fibre bending and torsional shear combine through von Mises stress, then the strength-reduced allowable stress determines the minimum solid-shaft diameter.
Exact scenario comparisonApplied torque T (N m) changes while all other entered assumptions remain constant.
Applied torque T (N m)Outer-fibre bending stressOuter-surface torsional shear stressCombined von Mises stressYield strength after entered reductionReduced yield divided by design factorReduced yield divided by combined stressCombined stress divided by allowable stressRequired solid diameter at allowable stressSolid-shaft polar moment JElastic angle of twist (degrees)Power at entered torque and speedEntered minus required diameter

How to use Shaft Preliminary Design Calculator

  1. Enter peak bending moment and torque on the same load basis.
  2. Enter solid diameter and material properties.
  3. Review stress, required diameter, twist, and power as separate criteria.

Calculator guide

Understanding Shaft Preliminary Design Calculator

A solid shaft under simultaneous bending and torque needs both normal and shear stress. This calculator combines them with the von Mises criterion and separately checks diameter, twist, and transmitted power.

Combined loading Bending and torsion remain separate before von Mises combination.
Strength reduction The entered percentage reduces yield strength explicitly.
Independent twist Strength adequacy does not prove torsional stiffness adequacy.

Detailed calculation process

Detailed solid-shaft combined-stress calculation

The default example keeps moment, stress, strength, diameter, and twist units explicit.

General formula: sigma=32M/(pi d^3)tau=16T/(pi d^3)sigma_v=sqrt(sigma^2+3tau^2)S_a=S_y(1-r)/nd_req=[sqrt((32M)^2+3(16T)^2)/(pi S_a)]^(1/3) Bending normal stress and torsional shear are combined by von Mises; the same combined equation is inverted for diameter.

What each symbol means

M, T bending moment and torque (N mm)
d solid shaft diameter (mm)
S_y yield strength (MPa)
r entered strength-reduction fraction
n required design factor
G, L shear modulus (MPa) and shaft length (mm)

Worked substitution with the default inputs

1. Calculate component stresses sigma=32(800000)/(pi*55^3)=48.978 MPatau=16(1200000)/(pi*55^3)=36.734 MPa N m is converted to N mm.
2. Combine and set allowable sigma_v=sqrt(48.978^2+3*36.734^2)=80.293 MPaS_a=250(1-0.25)/2=93.75 MPa The default entered diameter is below 100% stress utilization.
3. Solve diameter d_req=[sqrt((32*800000)^2+3(16*1200000)^2)/(pi*93.75)]^(1/3)=52.231 mm The entered 55 mm diameter has a positive diameter margin.

Substituting the required diameter back into the stress equations produces a von Mises stress of approximately 93.75 MPa.

Worked situations

Practical examples

  • Increasing diameter reduces both stresses with the cube of diameter.
  • A keyway allowance reduces available strength rather than increasing applied torque.

Better inputs

Useful tips

  • Use N mm internally when checking hand calculations.
  • Evaluate fatigue separately for fluctuating loads.
  • Check shoulders and keyways with actual stress-concentration factors.

Before relying on the result

Limitations and common mistakes

  • Fatigue, notches, critical speed, and deflection are excluded.
  • The shaft is solid and circular.
  • Bearing reactions and load spectra must be established elsewhere.

Reference

Key terms

Von Mises stress
Equivalent stress combining normal and shear components for a ductile-yield check.
Polar moment
Solid-round torsional section property pi d^4/32.
Design factor
Reduced strength divided by permitted equivalent stress.

Important note

Complete shaft design requires fatigue, stress concentrations, deflection, dynamics, fits, and the governing standard.

Frequently asked questions

Why does required diameter use a cube root?

Solid-round surface stresses vary inversely with diameter cubed.

Is angle of twist a safety limit?

No; compare it with the application's alignment and stiffness requirement.

Can this size a hollow shaft?

No. A hollow section needs different section properties.