Structural sectional properties for a WT8X33.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT8X33.5 |
Cross Sectional Area | A | 9.81 in2 |
Section Width | b | 10.2 in |
Section Depth | d | 8.17 in |
Flange thickness | tf | 0.665 in |
Web thickness | tw | 0.395 in |
Radius of Gyration about X-X | rx | 2.22 in |
Radius of Gyrations about Y-Y | ry | 2.46 in |
Moment of Inertia about X-X | Ix | 48.6 in4 |
Moment of Intertia about Y-Y | Iy | 59.5 in4 |
Elastic Section Modulus about X-X | Sx | 7.36 in3 |
Elastic Section Modulus about Y-Y | Sy | 11.6 in3 |
Plastic Section Modulus about X-X | Zx | 13 in3 |
Plastic Section Modulus about Y-Y | Zy | 17.7 in3 |
St. Venant Torsional Constant | J | 1.19 in4 |
Warping Torsion Constant | Cw | 3.01 in6 |
Self Weight of section | Weight | 33.5 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT8X33.5 |
Cross Sectional Area | A | 6329 mm2 |
Section Width | b | 259 mm |
Section Depth | d | 208 mm |
Flange thickness | tf | 16.9 mm |
Web thickness | tw | 10 mm |
Radius of Gyration about X-X | rx | 56 mm |
Radius of Gyrations about Y-Y | ry | 62 mm |
Moment of Inertia about X-X | Ix | 20000000 mm4 |
Moment of Intertia about Y-Y | Iy | 25000000 mm4 |
Elastic Section Modulus about X-X | Sx | 121000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 190000 mm3 |
Plastic Section Modulus about X-X | Zx | 213000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 290000 mm3 |
St. Venant Torsional Constant | J | 495000 mm4 |
Warping Torsion Constant | Cw | 1000000000 mm6 |
Self Weight of section | Weight | 50 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT8X33.5 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 8.17 in (208 mm) and 10.2 in (259 mm) respectively. It weighs 33.5 lb/ft (50 kg/m) and has a cross sectional area of 9.81 in2 (6329 mm2).
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: