Structural sectional properties for a W27X336 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W27X336 |
Cross Sectional Area | A | 99.2 in2 |
Section Width | b | 14.6 in |
Section Depth | d | 30 in |
Flange thickness | tf | 2.28 in |
Web thickness | tw | 1.26 in |
Radius of Gyration about X-X | rx | 12.1 in |
Radius of Gyrations about Y-Y | ry | 3.45 in |
Moment of Inertia about X-X | Ix | 14600 in4 |
Moment of Intertia about Y-Y | Iy | 1180 in4 |
Elastic Section Modulus about X-X | Sx | 972 in3 |
Elastic Section Modulus about Y-Y | Sy | 162 in3 |
Plastic Section Modulus about X-X | Zx | 1130 in3 |
Plastic Section Modulus about Y-Y | Zy | 252 in3 |
St. Venant Torsional Constant | J | 131 in4 |
Warping Torsion Constant | Cw | 226000 in6 |
Self Weight of section | Weight | 336 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W27X336 |
Cross Sectional Area | A | 64000 mm2 |
Section Width | b | 371 mm |
Section Depth | d | 762 mm |
Flange thickness | tf | 57.9 mm |
Web thickness | tw | 32 mm |
Radius of Gyration about X-X | rx | 307 mm |
Radius of Gyrations about Y-Y | ry | 88 mm |
Moment of Inertia about X-X | Ix | 6077000000 mm4 |
Moment of Intertia about Y-Y | Iy | 491000000 mm4 |
Elastic Section Modulus about X-X | Sx | 15928000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 2655000 mm3 |
Plastic Section Modulus about X-X | Zx | 18517000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 4130000 mm3 |
St. Venant Torsional Constant | J | 54526000 mm4 |
Warping Torsion Constant | Cw | 60689000000000 mm6 |
Self Weight of section | Weight | 500 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W27X336 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 336 lb/ft and has a cross sectional area of 99.2 in2. The height and width of the section are 30 in and 14.6 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: