Structural sectional properties for a W33X354 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W33X354 |
Cross Sectional Area | A | 104 in2 |
Section Width | b | 16.1 in |
Section Depth | d | 35.6 in |
Flange thickness | tf | 2.09 in |
Web thickness | tw | 1.16 in |
Radius of Gyration about X-X | rx | 14.5 in |
Radius of Gyrations about Y-Y | ry | 3.74 in |
Moment of Inertia about X-X | Ix | 22000 in4 |
Moment of Intertia about Y-Y | Iy | 1460 in4 |
Elastic Section Modulus about X-X | Sx | 1240 in3 |
Elastic Section Modulus about Y-Y | Sy | 181 in3 |
Plastic Section Modulus about X-X | Zx | 1420 in3 |
Plastic Section Modulus about Y-Y | Zy | 282 in3 |
St. Venant Torsional Constant | J | 115 in4 |
Warping Torsion Constant | Cw | 408000 in6 |
Self Weight of section | Weight | 354 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W33X354 |
Cross Sectional Area | A | 67097 mm2 |
Section Width | b | 409 mm |
Section Depth | d | 904 mm |
Flange thickness | tf | 53.1 mm |
Web thickness | tw | 29.5 mm |
Radius of Gyration about X-X | rx | 368 mm |
Radius of Gyrations about Y-Y | ry | 95 mm |
Moment of Inertia about X-X | Ix | 9157000000 mm4 |
Moment of Intertia about Y-Y | Iy | 608000000 mm4 |
Elastic Section Modulus about X-X | Sx | 20320000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 2966000 mm3 |
Plastic Section Modulus about X-X | Zx | 23270000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 4621000 mm3 |
St. Venant Torsional Constant | J | 47867000 mm4 |
Warping Torsion Constant | Cw | 109563000000000 mm6 |
Self Weight of section | Weight | 527 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W33X354 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 354 lb/ft and has a cross sectional area of 104 in2. The height and width of the section are 35.6 in and 16.1 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: