Structural sectional properties for a WT15X74 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT15X74 |
Cross Sectional Area | A | 21.8 in2 |
Section Width | b | 10.5 in |
Section Depth | d | 15.3 in |
Flange thickness | tf | 1.18 in |
Web thickness | tw | 0.65 in |
Radius of Gyration about X-X | rx | 4.63 in |
Radius of Gyrations about Y-Y | ry | 2.28 in |
Moment of Inertia about X-X | Ix | 466 in4 |
Moment of Intertia about Y-Y | Iy | 114 in4 |
Elastic Section Modulus about X-X | Sx | 40.6 in3 |
Elastic Section Modulus about Y-Y | Sy | 21.7 in3 |
Plastic Section Modulus about X-X | Zx | 72.2 in3 |
Plastic Section Modulus about Y-Y | Zy | 33.9 in3 |
St. Venant Torsional Constant | J | 7.24 in4 |
Warping Torsion Constant | Cw | 37.6 in6 |
Self Weight of section | Weight | 74 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT15X74 |
Cross Sectional Area | A | 14064 mm2 |
Section Width | b | 267 mm |
Section Depth | d | 389 mm |
Flange thickness | tf | 30 mm |
Web thickness | tw | 16.5 mm |
Radius of Gyration about X-X | rx | 118 mm |
Radius of Gyrations about Y-Y | ry | 58 mm |
Moment of Inertia about X-X | Ix | 194000000 mm4 |
Moment of Intertia about Y-Y | Iy | 47000000 mm4 |
Elastic Section Modulus about X-X | Sx | 665000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 356000 mm3 |
Plastic Section Modulus about X-X | Zx | 1183000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 556000 mm3 |
St. Venant Torsional Constant | J | 3014000 mm4 |
Warping Torsion Constant | Cw | 10000000000 mm6 |
Self Weight of section | Weight | 110 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT15X74 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 74 lb/ft and has a cross sectional area of 21.8 in2. The height and width of the section are 15.3 in and 10.5 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: