Structural sectional properties for a WT5X34 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT5X34 |
Cross Sectional Area | A | 10 in2 |
Section Width | b | 10.1 in |
Section Depth | d | 5.2 in |
Flange thickness | tf | 0.77 in |
Web thickness | tw | 0.47 in |
Radius of Gyration about X-X | rx | 1.22 in |
Radius of Gyrations about Y-Y | ry | 2.58 in |
Moment of Inertia about X-X | Ix | 14.9 in4 |
Moment of Intertia about Y-Y | Iy | 66.7 in4 |
Elastic Section Modulus about X-X | Sx | 3.49 in3 |
Elastic Section Modulus about Y-Y | Sy | 13.2 in3 |
Plastic Section Modulus about X-X | Zx | 6.85 in3 |
Plastic Section Modulus about Y-Y | Zy | 20 in3 |
St. Venant Torsional Constant | J | 1.78 in4 |
Warping Torsion Constant | Cw | 3.62 in6 |
Self Weight of section | Weight | 34 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT5X34 |
Cross Sectional Area | A | 6452 mm2 |
Section Width | b | 257 mm |
Section Depth | d | 132 mm |
Flange thickness | tf | 19.6 mm |
Web thickness | tw | 11.9 mm |
Radius of Gyration about X-X | rx | 31 mm |
Radius of Gyrations about Y-Y | ry | 66 mm |
Moment of Inertia about X-X | Ix | 6000000 mm4 |
Moment of Intertia about Y-Y | Iy | 28000000 mm4 |
Elastic Section Modulus about X-X | Sx | 57000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 216000 mm3 |
Plastic Section Modulus about X-X | Zx | 112000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 328000 mm3 |
St. Venant Torsional Constant | J | 741000 mm4 |
Warping Torsion Constant | Cw | 1000000000 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 WT5X34 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 34 lb/ft and has a cross sectional area of 10 in2. The height and width of the section are 5.2 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: