Structural sectional properties for a ST10X33 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | ST |
Section Name | Name | ST10X33 |
Cross Sectional Area | A | 9.7 in2 |
Section Width | b | 6.26 in |
Section Depth | d | 10 in |
Flange thickness | tf | 0.795 in |
Web thickness | tw | 0.505 in |
Radius of Gyration about X-X | rx | 3.1 in |
Radius of Gyrations about Y-Y | ry | 1.19 in |
Moment of Inertia about X-X | Ix | 92.9 in4 |
Moment of Intertia about Y-Y | Iy | 13.7 in4 |
Elastic Section Modulus about X-X | Sx | 12.9 in3 |
Elastic Section Modulus about Y-Y | Sy | 4.39 in3 |
Plastic Section Modulus about X-X | Zx | 23.4 in3 |
Plastic Section Modulus about Y-Y | Zy | 7.7 in3 |
St. Venant Torsional Constant | J | 1.78 in4 |
Warping Torsion Constant | Cw | 4.02 in6 |
Self Weight of section | Weight | 33 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | ST |
Section Name | Name | ST10X33 |
Cross Sectional Area | A | 6258 mm2 |
Section Width | b | 159 mm |
Section Depth | d | 254 mm |
Flange thickness | tf | 20.2 mm |
Web thickness | tw | 12.8 mm |
Radius of Gyration about X-X | rx | 79 mm |
Radius of Gyrations about Y-Y | ry | 30 mm |
Moment of Inertia about X-X | Ix | 39000000 mm4 |
Moment of Intertia about Y-Y | Iy | 6000000 mm4 |
Elastic Section Modulus about X-X | Sx | 211000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 72000 mm3 |
Plastic Section Modulus about X-X | Zx | 383000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 126000 mm3 |
St. Venant Torsional Constant | J | 741000 mm4 |
Warping Torsion Constant | Cw | 1000000000 mm6 |
Self Weight of section | Weight | 49 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A ST10X33 steel section is a standard North American steel section in the ST - Standard Tee Sections category. It weighs 33 lb/ft and has a cross sectional area of 9.7 in2. The height and width of the section are 10 in and 6.26 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: