Structural sectional properties for a W33X118 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W33X118 |
Cross Sectional Area | A | 34.7 in2 |
Section Width | b | 11.5 in |
Section Depth | d | 32.9 in |
Flange thickness | tf | 0.74 in |
Web thickness | tw | 0.55 in |
Radius of Gyration about X-X | rx | 13 in |
Radius of Gyrations about Y-Y | ry | 2.32 in |
Moment of Inertia about X-X | Ix | 5900 in4 |
Moment of Intertia about Y-Y | Iy | 187 in4 |
Elastic Section Modulus about X-X | Sx | 359 in3 |
Elastic Section Modulus about Y-Y | Sy | 32.6 in3 |
Plastic Section Modulus about X-X | Zx | 415 in3 |
Plastic Section Modulus about Y-Y | Zy | 51.3 in3 |
St. Venant Torsional Constant | J | 5.3 in4 |
Warping Torsion Constant | Cw | 48300 in6 |
Self Weight of section | Weight | 118 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W33X118 |
Cross Sectional Area | A | 22387 mm2 |
Section Width | b | 292 mm |
Section Depth | d | 836 mm |
Flange thickness | tf | 18.8 mm |
Web thickness | tw | 14 mm |
Radius of Gyration about X-X | rx | 330 mm |
Radius of Gyrations about Y-Y | ry | 59 mm |
Moment of Inertia about X-X | Ix | 2456000000 mm4 |
Moment of Intertia about Y-Y | Iy | 78000000 mm4 |
Elastic Section Modulus about X-X | Sx | 5883000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 534000 mm3 |
Plastic Section Modulus about X-X | Zx | 6801000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 841000 mm3 |
St. Venant Torsional Constant | J | 2206000 mm4 |
Warping Torsion Constant | Cw | 12970000000000 mm6 |
Self Weight of section | Weight | 176 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W33X118 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 118 lb/ft and has a cross sectional area of 34.7 in2. The height and width of the section are 32.9 in and 11.5 in respectively.
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: