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).