Structural sectional properties for a W14X34 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W14X34 |
Cross Sectional Area | A | 10 in2 |
Section Width | b | 6.75 in |
Section Depth | d | 14 in |
Flange thickness | tf | 0.455 in |
Web thickness | tw | 0.285 in |
Radius of Gyration about X-X | rx | 5.83 in |
Radius of Gyrations about Y-Y | ry | 1.53 in |
Moment of Inertia about X-X | Ix | 340 in4 |
Moment of Intertia about Y-Y | Iy | 23.3 in4 |
Elastic Section Modulus about X-X | Sx | 48.6 in3 |
Elastic Section Modulus about Y-Y | Sy | 6.91 in3 |
Plastic Section Modulus about X-X | Zx | 54.6 in3 |
Plastic Section Modulus about Y-Y | Zy | 10.6 in3 |
St. Venant Torsional Constant | J | 0.569 in4 |
Warping Torsion Constant | Cw | 1070 in6 |
Self Weight of section | Weight | 34 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W14X34 |
Cross Sectional Area | A | 6452 mm2 |
Section Width | b | 171 mm |
Section Depth | d | 356 mm |
Flange thickness | tf | 11.6 mm |
Web thickness | tw | 7.2 mm |
Radius of Gyration about X-X | rx | 148 mm |
Radius of Gyrations about Y-Y | ry | 39 mm |
Moment of Inertia about X-X | Ix | 142000000 mm4 |
Moment of Intertia about Y-Y | Iy | 10000000 mm4 |
Elastic Section Modulus about X-X | Sx | 796000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 113000 mm3 |
Plastic Section Modulus about X-X | Zx | 895000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 174000 mm3 |
St. Venant Torsional Constant | J | 237000 mm4 |
Warping Torsion Constant | Cw | 287000000000 mm6 |
Self Weight of section | Weight | 51 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W14X34 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 34 lb/ft and has a cross sectional area of 10 in2. The height and width of the section are 14 in and 6.75 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: