Structural sectional properties for a HP10X57 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HP |
Section Name | Name | HP10X57 |
Cross Sectional Area | A | 16.7 in2 |
Section Width | b | 10.2 in |
Section Depth | d | 9.99 in |
Flange thickness | tf | 0.565 in |
Web thickness | tw | 0.565 in |
Radius of Gyration about X-X | rx | 4.18 in |
Radius of Gyrations about Y-Y | ry | 2.45 in |
Moment of Inertia about X-X | Ix | 294 in4 |
Moment of Intertia about Y-Y | Iy | 101 in4 |
Elastic Section Modulus about X-X | Sx | 58.8 in3 |
Elastic Section Modulus about Y-Y | Sy | 19.7 in3 |
Plastic Section Modulus about X-X | Zx | 66.5 in3 |
Plastic Section Modulus about Y-Y | Zy | 30.3 in3 |
St. Venant Torsional Constant | J | 1.97 in4 |
Warping Torsion Constant | Cw | 2240 in6 |
Self Weight of section | Weight | 57 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HP |
Section Name | Name | HP10X57 |
Cross Sectional Area | A | 10774 mm2 |
Section Width | b | 259 mm |
Section Depth | d | 254 mm |
Flange thickness | tf | 14.4 mm |
Web thickness | tw | 14.4 mm |
Radius of Gyration about X-X | rx | 106 mm |
Radius of Gyrations about Y-Y | ry | 62 mm |
Moment of Inertia about X-X | Ix | 122000000 mm4 |
Moment of Intertia about Y-Y | Iy | 42000000 mm4 |
Elastic Section Modulus about X-X | Sx | 964000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 323000 mm3 |
Plastic Section Modulus about X-X | Zx | 1090000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 497000 mm3 |
St. Venant Torsional Constant | J | 820000 mm4 |
Warping Torsion Constant | Cw | 602000000000 mm6 |
Self Weight of section | Weight | 85 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A HP10X57 steel section is a standard North American steel section in the HP - Hollow Pipe category. It weighs 57 lb/ft and has a cross sectional area of 16.7 in2. The height and width of the section are 9.99 in and 10.2 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: