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Stress is moment divided by section modulus.
For a known elastic section modulus Z, the extreme-fibre bending stress follows the simple relationship σ = M/Z. CivilKits keeps the moment, section modulus, allowable stress, and utilisation visible so the first-pass result can be checked without hiding the unit conversion.
Governing equations
σ = M/Z; Mallow = fbZ; and Zrequired = M/fb. With M in kN·m and Z in cm³, the stress conversion used here is σ = 1000M/Z in MPa.
This is a section-stress screen based on σ = M/Z; select the allowable stress from the governing material and design basis.
Keep it as a screen.
- Lateral-torsional buckling, local buckling, shear interaction, axial force, torsion, fatigue, and deflection are not checked.
- Section classification, effective properties, holes, openings, composite action, reinforcement, and connection resistance are not included.
- Load factors, resistance factors, material strength, national annexes, and serviceability criteria are not selected by this calculator.