W-Shapes (ASTM A6)

W 18×130 (ASTM A6)

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 = 490 mm · b = 284 mm · tw = 17 mm · tf = 30.5 mm · G = 193 kg/m

ASTM A6 I/H section
Cross-Section Profile — W 18×130 (to scale)

All dimensions in mm · I/H section · G = 193 kg/m · ASTM A6

193
kg / m
247
A (cm²)
102000
Ix (cm⁴)
4200
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 490 mm
Width b 284 mm
Web thickness tw 17 mm
Flange thickness tf 30.5 mm
Area A 247 cm²
Mass per length G 193 kg/m
Second moment (x-x) Ix 102000 cm⁴
Elastic modulus (x-x) Sx 4200 cm³
Plastic modulus (x-x) Zx 4750 cm³
Radius (x-x) rx 20.4 cm
Second moment (y-y) Iy 11600 cm⁴
Elastic modulus (y-y) Sy 818 cm³
Plastic modulus (y-y) Zy 1260 cm³
Radius (y-y) ry 6.86 cm
Torsion constant It 604 cm⁴
Warping constant Iw 6100000 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.