Structural sectional properties for a WT7X24 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT7X24 |
Cross Sectional Area | A | 7.07 in2 |
Section Width | b | 8.03 in |
Section Depth | d | 6.9 in |
Flange thickness | tf | 0.595 in |
Web thickness | tw | 0.34 in |
Radius of Gyration about X-X | rx | 1.88 in |
Radius of Gyrations about Y-Y | ry | 1.91 in |
Moment of Inertia about X-X | Ix | 24.9 in4 |
Moment of Intertia about Y-Y | Iy | 25.7 in4 |
Elastic Section Modulus about X-X | Sx | 4.49 in3 |
Elastic Section Modulus about Y-Y | Sy | 6.4 in3 |
Plastic Section Modulus about X-X | Zx | 8 in3 |
Plastic Section Modulus about Y-Y | Zy | 9.8 in3 |
St. Venant Torsional Constant | J | 0.723 in4 |
Warping Torsion Constant | Cw | 1.07 in6 |
Self Weight of section | Weight | 24 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT7X24 |
Cross Sectional Area | A | 4561 mm2 |
Section Width | b | 204 mm |
Section Depth | d | 175 mm |
Flange thickness | tf | 15.1 mm |
Web thickness | tw | 8.6 mm |
Radius of Gyration about X-X | rx | 48 mm |
Radius of Gyrations about Y-Y | ry | 49 mm |
Moment of Inertia about X-X | Ix | 10000000 mm4 |
Moment of Intertia about Y-Y | Iy | 11000000 mm4 |
Elastic Section Modulus about X-X | Sx | 74000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 105000 mm3 |
Plastic Section Modulus about X-X | Zx | 131000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 161000 mm3 |
St. Venant Torsional Constant | J | 301000 mm4 |
Warping Torsion Constant | Cw | 0 mm6 |
Self Weight of section | Weight | 36 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT7X24 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 24 lb/ft and has a cross sectional area of 7.07 in2. The height and width of the section are 6.9 in and 8.03 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: