Structural sectional properties for a WT9X79 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT9X79 |
Cross Sectional Area | A | 23.2 in2 |
Section Width | b | 11.3 in |
Section Depth | d | 9.86 in |
Flange thickness | tf | 1.44 in |
Web thickness | tw | 0.81 in |
Radius of Gyration about X-X | rx | 2.63 in |
Radius of Gyrations about Y-Y | ry | 2.74 in |
Moment of Inertia about X-X | Ix | 160 in4 |
Moment of Intertia about Y-Y | Iy | 174 in4 |
Elastic Section Modulus about X-X | Sx | 20.8 in3 |
Elastic Section Modulus about Y-Y | Sy | 30.7 in3 |
Plastic Section Modulus about X-X | Zx | 38.5 in3 |
Plastic Section Modulus about Y-Y | Zy | 47.4 in3 |
St. Venant Torsional Constant | J | 12.5 in4 |
Warping Torsion Constant | Cw | 41.2 in6 |
Self Weight of section | Weight | 79 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT9X79 |
Cross Sectional Area | A | 14968 mm2 |
Section Width | b | 287 mm |
Section Depth | d | 250 mm |
Flange thickness | tf | 36.6 mm |
Web thickness | tw | 20.6 mm |
Radius of Gyration about X-X | rx | 67 mm |
Radius of Gyrations about Y-Y | ry | 70 mm |
Moment of Inertia about X-X | Ix | 67000000 mm4 |
Moment of Intertia about Y-Y | Iy | 72000000 mm4 |
Elastic Section Modulus about X-X | Sx | 341000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 503000 mm3 |
Plastic Section Modulus about X-X | Zx | 631000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 777000 mm3 |
St. Venant Torsional Constant | J | 5203000 mm4 |
Warping Torsion Constant | Cw | 11000000000 mm6 |
Self Weight of section | Weight | 118 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT9X79 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 79 lb/ft and has a cross sectional area of 23.2 in2. The height and width of the section are 9.86 in and 11.3 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: