Structural sectional properties for a WT12X34 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT12X34 |
Cross Sectional Area | A | 10 in2 |
Section Width | b | 8.97 in |
Section Depth | d | 11.9 in |
Flange thickness | tf | 0.585 in |
Web thickness | tw | 0.415 in |
Radius of Gyration about X-X | rx | 3.7 in |
Radius of Gyrations about Y-Y | ry | 1.87 in |
Moment of Inertia about X-X | Ix | 137 in4 |
Moment of Intertia about Y-Y | Iy | 35.2 in4 |
Elastic Section Modulus about X-X | Sx | 15.6 in3 |
Elastic Section Modulus about Y-Y | Sy | 7.85 in3 |
Plastic Section Modulus about X-X | Zx | 27.9 in3 |
Plastic Section Modulus about Y-Y | Zy | 12.3 in3 |
St. Venant Torsional Constant | J | 0.932 in4 |
Warping Torsion Constant | Cw | 4.08 in6 |
Self Weight of section | Weight | 34 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT12X34 |
Cross Sectional Area | A | 6452 mm2 |
Section Width | b | 228 mm |
Section Depth | d | 302 mm |
Flange thickness | tf | 14.9 mm |
Web thickness | tw | 10.5 mm |
Radius of Gyration about X-X | rx | 94 mm |
Radius of Gyrations about Y-Y | ry | 47 mm |
Moment of Inertia about X-X | Ix | 57000000 mm4 |
Moment of Intertia about Y-Y | Iy | 15000000 mm4 |
Elastic Section Modulus about X-X | Sx | 256000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 129000 mm3 |
Plastic Section Modulus about X-X | Zx | 457000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 202000 mm3 |
St. Venant Torsional Constant | J | 388000 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 WT12X34 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 11.9 in and 8.97 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: