Bolt Torque & Preload Calculator (VDI 2230)
Tightening torque and preload analysis with VDI 2230 nut factor K1+K2+K3. Computes thread vs bearing face torque split and yield utilization margin.
▸Formula · assumptions · worked example(VDI 2230 Part 1:2015 · DIN EN ISO 898-1 · ISO 68-1 / ISO 273)
Formula
M_A = F_M \left( 0.16 \cdot P + 0.58 \cdot \mu_G \cdot d_2 + 0.50 \cdot \mu_K \cdot d_w \right)
Tightening torque calculation per VDI 2230-1 nut factor and multi-zone friction method. FM is target preload, P is pitch, d2 is pitch diameter, and dw is bearing face diameter.
Assumptions
- · Friction coefficients (thread μG & bearing face μK) dominate torque split — verify lubrication state
- · Target preload FM engineered to utilize 90% of fastener material yield strength (Rp0.2)
- · Account for embedment relaxation losses and thermal expansion differential in critical joint stacks
VDI 2230-1:2015 / ISO 898-1 / ISO 68-1
Metric Bolt Joint Tightening Verification (M12 × 8.8)
STATUS: PASS(+28.9% yield reserve (FoS = 1.29))
Calibrated tightening torque and preload clamp force analysis under standard friction lubrication (μ = 0.14) with proof stress utilization.
1. Inputs & Boundary Parameters (Girdiler)
Nominal diameter d12.00 mm
Thread pitch P1.75 mm
Property classGrade 8.8 ISO 898-1
Yield strength Sy640.0 MPa
Proof strength Sp600.0 MPa
Tensile stress area As84.3 mm²
Core diameter d310.11 mm
Thread friction μG0.140 [-]
Bearing face friction μK0.140 [-]
Target yield util. ν0.700 (70% Sp)
2. Applied Governing Equations & Standard Clauses (Bağıntılar & Norm Maddesi)
Target Preload FM:
VDI 2230 / ISO 898-1FM = ν · Sp · AsTightening Torque MA:
VDI 2230 Torque EngineMA = (K1 + K2 + K3) · FM · dTorsional Shear Stress τ:
VDI 2230 Clause 5.5τ = (M2 · 1000) / Wp [Wp = (π · d3³) / 16]von Mises Equivalent Stress:
VDI 2230 / DIN EN ISO 898-1σeq = √(σz² + 3 · τ²) ≤ Sy3. Intermediate Calculation Stages (Ara Değerler)
Axial tensile stress σzσz = FM / As = 35400 / 84.3
420.0 MPaTorsional shear stress τPolar modulus Wp = 346.4 mm³
153.0 MPaPreload clamp force FMFM = 0.70 · 600 · 84.3 · 10⁻³
35.4 kNTightening torque MANut factor K = 0.196
83.1 N·m4. Engineering Verification Result & Limit Threshold (Sonuç + Sınır)PASS
Equivalent von Mises Stress & Tightening Torque: σeq = 497.0 MPa | MA = 83.1 N·m | FM = 35.4 kN
Acceptance limit: σeq ≤ 640.0 MPa (Sy) | FoS = 1.29 ≥ 1.05