Structural sectional properties for a HP10X42 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HP |
Section Name | Name | HP10X42 |
Cross Sectional Area | A | 12.4 in2 |
Section Width | b | 10.1 in |
Section Depth | d | 9.7 in |
Flange thickness | tf | 0.42 in |
Web thickness | tw | 0.415 in |
Radius of Gyration about X-X | rx | 4.13 in |
Radius of Gyrations about Y-Y | ry | 2.41 in |
Moment of Inertia about X-X | Ix | 210 in4 |
Moment of Intertia about Y-Y | Iy | 71.7 in4 |
Elastic Section Modulus about X-X | Sx | 43.4 in3 |
Elastic Section Modulus about Y-Y | Sy | 14.2 in3 |
Plastic Section Modulus about X-X | Zx | 48.3 in3 |
Plastic Section Modulus about Y-Y | Zy | 21.8 in3 |
St. Venant Torsional Constant | J | 0.813 in4 |
Warping Torsion Constant | Cw | 1540 in6 |
Self Weight of section | Weight | 42 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HP |
Section Name | Name | HP10X42 |
Cross Sectional Area | A | 8000 mm2 |
Section Width | b | 257 mm |
Section Depth | d | 246 mm |
Flange thickness | tf | 10.7 mm |
Web thickness | tw | 10.5 mm |
Radius of Gyration about X-X | rx | 105 mm |
Radius of Gyrations about Y-Y | ry | 61 mm |
Moment of Inertia about X-X | Ix | 87000000 mm4 |
Moment of Intertia about Y-Y | Iy | 30000000 mm4 |
Elastic Section Modulus about X-X | Sx | 711000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 233000 mm3 |
Plastic Section Modulus about X-X | Zx | 791000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 357000 mm3 |
St. Venant Torsional Constant | J | 338000 mm4 |
Warping Torsion Constant | Cw | 414000000000 mm6 |
Self Weight of section | Weight | 63 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A HP10X42 steel section is a standard North American steel section in the HP - Hollow Pipe category. It weighs 42 lb/ft and has a cross sectional area of 12.4 in2. The height and width of the section are 9.7 in and 10.1 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: