Structural sectional properties for a W36X330 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W36X330 |
Cross Sectional Area | A | 96.9 in2 |
Section Width | b | 16.6 in |
Section Depth | d | 37.7 in |
Flange thickness | tf | 1.85 in |
Web thickness | tw | 1.02 in |
Radius of Gyration about X-X | rx | 15.5 in |
Radius of Gyrations about Y-Y | ry | 3.83 in |
Moment of Inertia about X-X | Ix | 23300 in4 |
Moment of Intertia about Y-Y | Iy | 1420 in4 |
Elastic Section Modulus about X-X | Sx | 1240 in3 |
Elastic Section Modulus about Y-Y | Sy | 171 in3 |
Plastic Section Modulus about X-X | Zx | 1410 in3 |
Plastic Section Modulus about Y-Y | Zy | 265 in3 |
St. Venant Torsional Constant | J | 84.3 in4 |
Warping Torsion Constant | Cw | 456000 in6 |
Self Weight of section | Weight | 330 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W36X330 |
Cross Sectional Area | A | 62516 mm2 |
Section Width | b | 422 mm |
Section Depth | d | 958 mm |
Flange thickness | tf | 47 mm |
Web thickness | tw | 25.9 mm |
Radius of Gyration about X-X | rx | 394 mm |
Radius of Gyrations about Y-Y | ry | 97 mm |
Moment of Inertia about X-X | Ix | 9698000000 mm4 |
Moment of Intertia about Y-Y | Iy | 591000000 mm4 |
Elastic Section Modulus about X-X | Sx | 20320000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 2802000 mm3 |
Plastic Section Modulus about X-X | Zx | 23106000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 4343000 mm3 |
St. Venant Torsional Constant | J | 35088000 mm4 |
Warping Torsion Constant | Cw | 122452000000000 mm6 |
Self Weight of section | Weight | 491 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W36X330 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 330 lb/ft and has a cross sectional area of 96.9 in2. The height and width of the section are 37.7 in and 16.6 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: