Mandrel / Core Strength

Load per pillar F
Compressive stress σc
Safety factor
Check: F = (p·A)/n ; σ = F/(π·d²/4) ≤ [σ]
Allowable stress for H13 ≈ 400–480 MPa at operating temperature (yield based).
Moment of inertia I
Euler critical load Fcr
Stability safety factor
Section modulus Wx
Bending moment M
Bending stress σb
Fcr = π²·E·I/L² ; σb = F·L/Wx
Allowable stress for H13 ≈ 400–480 MPa at operating temperature (yield based).