Structural sectional properties for a W44X230 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W44X230 |
Cross Sectional Area | A | 67.8 in2 |
Section Width | b | 15.8 in |
Section Depth | d | 42.9 in |
Flange thickness | tf | 1.22 in |
Web thickness | tw | 0.71 in |
Radius of Gyration about X-X | rx | 17.5 in |
Radius of Gyrations about Y-Y | ry | 3.43 in |
Moment of Inertia about X-X | Ix | 20800 in4 |
Moment of Intertia about Y-Y | Iy | 796 in4 |
Elastic Section Modulus about X-X | Sx | 971 in3 |
Elastic Section Modulus about Y-Y | Sy | 101 in3 |
Plastic Section Modulus about X-X | Zx | 1100 in3 |
Plastic Section Modulus about Y-Y | Zy | 157 in3 |
St. Venant Torsional Constant | J | 24.9 in4 |
Warping Torsion Constant | Cw | 346000 in6 |
Self Weight of section | Weight | 230 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W44X230 |
Cross Sectional Area | A | 43742 mm2 |
Section Width | b | 401 mm |
Section Depth | d | 1090 mm |
Flange thickness | tf | 31 mm |
Web thickness | tw | 18 mm |
Radius of Gyration about X-X | rx | 445 mm |
Radius of Gyrations about Y-Y | ry | 87 mm |
Moment of Inertia about X-X | Ix | 8658000000 mm4 |
Moment of Intertia about Y-Y | Iy | 331000000 mm4 |
Elastic Section Modulus about X-X | Sx | 15912000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 1655000 mm3 |
Plastic Section Modulus about X-X | Zx | 18026000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 2573000 mm3 |
St. Venant Torsional Constant | J | 10364000 mm4 |
Warping Torsion Constant | Cw | 92913000000000 mm6 |
Self Weight of section | Weight | 342 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W44X230 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 42.9 in (1090 mm) and 15.8 in (401 mm) respectively. It weighs 230 lb/ft (342 kg/m) and has a cross sectional area of 67.8 in2 (43742 mm2).
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: