Structural sectional properties for a W14X82 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W14X82 |
Cross Sectional Area | A | 24 in2 |
Section Width | b | 10.1 in |
Section Depth | d | 14.3 in |
Flange thickness | tf | 0.855 in |
Web thickness | tw | 0.51 in |
Radius of Gyration about X-X | rx | 6.05 in |
Radius of Gyrations about Y-Y | ry | 2.48 in |
Moment of Inertia about X-X | Ix | 881 in4 |
Moment of Intertia about Y-Y | Iy | 148 in4 |
Elastic Section Modulus about X-X | Sx | 123 in3 |
Elastic Section Modulus about Y-Y | Sy | 29.3 in3 |
Plastic Section Modulus about X-X | Zx | 139 in3 |
Plastic Section Modulus about Y-Y | Zy | 44.8 in3 |
St. Venant Torsional Constant | J | 5.07 in4 |
Warping Torsion Constant | Cw | 6710 in6 |
Self Weight of section | Weight | 82 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W14X82 |
Cross Sectional Area | A | 15484 mm2 |
Section Width | b | 257 mm |
Section Depth | d | 363 mm |
Flange thickness | tf | 21.7 mm |
Web thickness | tw | 13 mm |
Radius of Gyration about X-X | rx | 154 mm |
Radius of Gyrations about Y-Y | ry | 63 mm |
Moment of Inertia about X-X | Ix | 367000000 mm4 |
Moment of Intertia about Y-Y | Iy | 62000000 mm4 |
Elastic Section Modulus about X-X | Sx | 2016000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 480000 mm3 |
Plastic Section Modulus about X-X | Zx | 2278000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 734000 mm3 |
St. Venant Torsional Constant | J | 2110000 mm4 |
Warping Torsion Constant | Cw | 1802000000000 mm6 |
Self Weight of section | Weight | 122 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W14X82 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 82 lb/ft and has a cross sectional area of 24 in2. The height and width of the section are 14.3 in and 10.1 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: