Structural sectional properties for a HP16X183 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HP |
Section Name | Name | HP16X183 |
Cross Sectional Area | A | 54.1 in2 |
Section Width | b | 16.3 in |
Section Depth | d | 16.5 in |
Flange thickness | tf | 1.13 in |
Web thickness | tw | 1.13 in |
Radius of Gyration about X-X | rx | 6.81 in |
Radius of Gyrations about Y-Y | ry | 3.89 in |
Moment of Inertia about X-X | Ix | 2510 in4 |
Moment of Intertia about Y-Y | Iy | 818 in4 |
Elastic Section Modulus about X-X | Sx | 304 in3 |
Elastic Section Modulus about Y-Y | Sy | 100 in3 |
Plastic Section Modulus about X-X | Zx | 349 in3 |
Plastic Section Modulus about Y-Y | Zy | 156 in3 |
St. Venant Torsional Constant | J | 26.9 in4 |
Warping Torsion Constant | Cw | 48300 in6 |
Self Weight of section | Weight | 183 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HP |
Section Name | Name | HP16X183 |
Cross Sectional Area | A | 34903 mm2 |
Section Width | b | 414 mm |
Section Depth | d | 419 mm |
Flange thickness | tf | 28.7 mm |
Web thickness | tw | 28.7 mm |
Radius of Gyration about X-X | rx | 173 mm |
Radius of Gyrations about Y-Y | ry | 99 mm |
Moment of Inertia about X-X | Ix | 1045000000 mm4 |
Moment of Intertia about Y-Y | Iy | 340000000 mm4 |
Elastic Section Modulus about X-X | Sx | 4982000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 1639000 mm3 |
Plastic Section Modulus about X-X | Zx | 5719000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 2556000 mm3 |
St. Venant Torsional Constant | J | 11197000 mm4 |
Warping Torsion Constant | Cw | 12970000000000 mm6 |
Self Weight of section | Weight | 272 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A HP16X183 steel section is a standard North American steel section in the HP - Hollow Pipe category. It weighs 183 lb/ft and has a cross sectional area of 54.1 in2. The height and width of the section are 16.5 in and 16.3 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: