Langford Analytic · Knowledge Base

Bolt Tensile and Shear Stress Area

Tensile stress area, shear area, and stiffness relationships for threaded fasteners under axial and shear loading.

Article 04.01Fasteners & Joints3 min read
boltfastenertensile stress areashear areastiffnesspreloadtorque

Definition

The tensile stress area of a threaded fastener is the effective cross-sectional area at the threaded section, accounting for the thread geometry. It is used to calculate axial stress in the bolt under preload and external load.

Equations

Tensile stress area (ISO metric):
  A_t  =  (π/4) · (d₂ + d₃)² / 4

Simplified (approximate):
  A_t  ≈  0.7854 · (d − 0.9382·p)²

  where  d₂ = pitch diameter, d₃ = minor diameter
         d  = nominal diameter, p = pitch

Bolt axial stress:
  σ_bolt  =  F / A_t

Bolt shear stress (threads in shear plane):
  τ  =  V / A_s

Torque-preload relationship:
  T  =  K_t · F_pre · d
  (K_t ≈ 0.20 for dry, 0.15 for lubricated)

Bolt stiffness:
  k_b  =  A_t · E / L_grip

Joint stiffness factor (n):
  n  =  k_b / (k_b + k_m)
  (k_m = clamped member stiffness)

Variables

SymbolDefinitionUnits
A_tTensile stress areamm²
A_sShear area at threadmm²
dNominal bolt diametermm
pThread pitchmm
FAxial force (preload or external)N
VShear forceN
σ_boltBolt axial stressMPa
τBolt shear stressMPa
TApplied torqueN·mm
K_tTorque coefficient (friction)—
F_prePreload forceN
k_bBolt stiffnessN/mm
k_mClamped member stiffnessN/mm
nJoint stiffness factor—
L_gripClamped grip lengthmm
EYoung's modulusGPa

Common Tensile Stress Areas (Metric)

SizePitch (mm)A_t (mm²)Notes
M61.020.1
M81.2536.6
M101.558.0
M121.7584.3
M142.0115
M162.0157
M202.5245
M243.0353
M303.5561

Notes and Limitations

  • The torque-preload relationship has significant scatter (±20-30%) due to friction variability
  • For critical joints, specify preload directly and verify by bolt elongation or ultrasonic measurement
  • The joint stiffness factor n determines what fraction of external load the bolt carries before separation
  • Member stiffness k_m depends on the clamped geometry — use the frustum (cone) model or FEA

Related Knowledge

See the Joints & Interfaces Knowledge category for bolted joint theory, preload, separation and the Huth fastener flexibility model. See How to Check a Bolted Joint for the practical workflow.