W 14×68 (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 = 356 mm · b = 254 mm · tw = 10.5 mm · tf = 18.3 mm · G = 101 kg/m

ASTM A6 I/H section
Cross-Section Profile — W 14×68 (to scale)

All dimensions in mm · I/H section · G = 101 kg/m · ASTM A6

101
kg / m
129
A (cm²)
30100
Ix (cm⁴)
1690
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 356 mm
Width b 254 mm
Web thickness tw 10.5 mm
Flange thickness tf 18.3 mm
Area A 129 cm²
Mass per length G 101 kg/m
Second moment (x-x) Ix 30100 cm⁴
Elastic modulus (x-x) Sx 1690 cm³
Plastic modulus (x-x) Zx 1880 cm³
Radius (x-x) rx 15.3 cm
Second moment (y-y) Iy 5040 cm⁴
Elastic modulus (y-y) Sy 397 cm³
Plastic modulus (y-y) Zy 605 cm³
Radius (y-y) ry 6.25 cm
Torsion constant It 125 cm⁴
Warping constant Iw 1440000 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.