S-Shapes (Std Beams)

S 24×80 (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 = 610 mm · b = 178 mm · tw = 12.7 mm · tf = 22.1 mm · G = 119 kg/m

ASTM A6 I/H section
Cross-Section Profile — S 24×80 (to scale)

All dimensions in mm · I/H section · G = 119 kg/m · ASTM A6

119
kg / m
152
A (cm²)
87400
Ix (cm⁴)
2870
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 610 mm
Width b 178 mm
Web thickness tw 12.7 mm
Flange thickness tf 22.1 mm
Area A 152 cm²
Mass per length G 119 kg/m
Second moment (x-x) Ix 87400 cm⁴
Elastic modulus (x-x) Sx 2870 cm³
Plastic modulus (x-x) Zx 3340 cm³
Radius (x-x) rx 24.1 cm
Second moment (y-y) Iy 1750 cm⁴
Elastic modulus (y-y) Sy 197 cm³
Plastic modulus (y-y) Zy 341 cm³
Radius (y-y) ry 3.4 cm
Torsion constant It 204 cm⁴
Warping constant Iw 1510000 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.