Structural sectional properties for a ST10X43 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | ST |
Section Name | Name | ST10X43 |
Cross Sectional Area | A | 12.7 in2 |
Section Width | b | 7.06 in |
Section Depth | d | 10.2 in |
Flange thickness | tf | 0.92 in |
Web thickness | tw | 0.66 in |
Radius of Gyration about X-X | rx | 3.13 in |
Radius of Gyrations about Y-Y | ry | 1.36 in |
Moment of Inertia about X-X | Ix | 124 in4 |
Moment of Intertia about Y-Y | Iy | 23.3 in4 |
Elastic Section Modulus about X-X | Sx | 17.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 6.59 in3 |
Plastic Section Modulus about X-X | Zx | 31.1 in3 |
Plastic Section Modulus about Y-Y | Zy | 11.6 in3 |
St. Venant Torsional Constant | J | 3.3 in4 |
Warping Torsion Constant | Cw | 9.17 in6 |
Self Weight of section | Weight | 43 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | ST |
Section Name | Name | ST10X43 |
Cross Sectional Area | A | 8194 mm2 |
Section Width | b | 179 mm |
Section Depth | d | 259 mm |
Flange thickness | tf | 23.4 mm |
Web thickness | tw | 16.8 mm |
Radius of Gyration about X-X | rx | 80 mm |
Radius of Gyrations about Y-Y | ry | 35 mm |
Moment of Inertia about X-X | Ix | 52000000 mm4 |
Moment of Intertia about Y-Y | Iy | 10000000 mm4 |
Elastic Section Modulus about X-X | Sx | 282000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 108000 mm3 |
Plastic Section Modulus about X-X | Zx | 510000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 190000 mm3 |
St. Venant Torsional Constant | J | 1374000 mm4 |
Warping Torsion Constant | Cw | 2000000000 mm6 |
Self Weight of section | Weight | 64 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A ST10X43 steel section is a standard North American steel section in the ST - Standard Tee Sections category. It weighs 43 lb/ft and has a cross sectional area of 12.7 in2. The height and width of the section are 10.2 in and 7.06 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: