W40×593 (ASTM A572)

Source: AISC Shapes Database v16.0. Verified fields: A, G, It, Iw, Iy, Iz, Wply, Wplz, Wy, Wz, b, h, iy, iz, tf, tw. Other fields remain unverified unless identified as calculated. Native AISC x-x maps to stored major Iy; native y-y maps to stored minor Iz. Display uses native x-x/y-y.

h = 1090 mm · b = 424 mm · tw = 45.5 mm · tf = 82 mm · G = 883 kg/m

ASTM A572 I/H section
Cross-Section Profile — W40×593 (to scale)

All dimensions in mm · I/H section · G = 883 kg/m · ASTM A572

883
kg / m
1120
A (cm²)
2100000
Ix (cm⁴)
38300
Sx (cm³)

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.

Section Properties

Overall depth h 1090 mm
Width b 424 mm
Web thickness tw 45.5 mm
Flange thickness tf 82 mm
Area A 1120 cm²
Mass per length G 883 kg/m
Second moment (x-x) Ix 2100000 cm⁴
Elastic modulus (x-x) Sx 38300 cm³
Plastic modulus (x-x) Zx 45200 cm³
Radius (x-x) rx 43.2 cm
Second moment (y-y) Iy 105000 cm⁴
Elastic modulus (y-y) Sy 4950 cm³
Plastic modulus (y-y) Zy 7880 cm³
Radius (y-y) ry 9.65 cm
Torsion constant It 18500 cm⁴
Warping constant Iw 268000000 cm⁶

Using this section record

Read the axis labels before using inertia or modulus: the major and minor axes are not interchangeable. Dimensions are in millimetres; area is in cm², second moments in cm⁴, moduli in cm³ and radii in cm. Convert powers of length consistently when transferring values to a calculation.

A Source line covers only its listed verified fields. Other fields remain subject to verification. A dash is unavailable, never zero. Withheld values must not be inferred from the remaining dimensions. Nominal mass and dimensions are reference values rather than measured tolerances or procurement guarantees. Confirm the exact product, manufacturing route, grade and thickness with the manufacturer. Section properties alone do not establish member resistance: stability, effective length, connections and project design requirements need separate assessment.