Solid rectangle
Wₓ = b·h²/6Width b and height h
Open calculatorGeometric properties · Bending
Choose a geometry to calculate its area, second moment of area and elastic section modulus about the centroidal axes.
Created v1.0
By Thibaut Grzelak, Mechanical Analysis Engineer
Definition
Elastic section modulus relates second moment I to the distance c between the neutral axis and the extreme fibre. It gives maximum bending stress directly through σ = M/W.
W = I / cσmax = |M| / WGeometry selection
Wₓ = b·h²/6Width b and height h
Open calculatorW = π·D³/32Diameter d
Open calculatorW = π(D⁴−d⁴)/(32D)Diameter D and thickness t
Open calculatorW = I/cB, H and thickness t
Open calculatorWₓ = Iₓ/(h/2)B, H, web t_w and flange t_f
Open calculatorW = I/cB, H, web t_w and flanges t_f
Open calculatorWtop = I/ȳB, H, web t_w and flange t_f
Open calculatorW = I/cWidth B, height H, thickness t
Open calculatorThe calculators above provide elastic section modulus W used for first yield in elastic bending. Plastic modulus Zp describes full stress redistribution and must not be confused with W.
Major axis: 22.8 MPa and 1.81 mm. Minor axis: 156 MPa and 24.8 mm. These are model results, not an approval of the beam.
Geometric properties
I describes material distribution and W connects geometry to bending stress. Values change with the x or y axis.
Also called area moment of inertia, I is used in deflection and buckling.
I [mm⁴, cm⁴, m⁴, in⁴]W uses distance c to the extreme fibre. For an unsymmetrical section, check both sides.
W = I / cRectangle, circle, tube, I, channel, T and angle sections require different geometries.