Structural sectional properties for a HP16X162 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HP |
Section Name | Name | HP16X162 |
Cross Sectional Area | A | 47.7 in2 |
Section Width | b | 16.1 in |
Section Depth | d | 16.3 in |
Flange thickness | tf | 1 in |
Web thickness | tw | 1 in |
Radius of Gyration about X-X | rx | 6.78 in |
Radius of Gyrations about Y-Y | ry | 3.82 in |
Moment of Inertia about X-X | Ix | 2190 in4 |
Moment of Intertia about Y-Y | Iy | 697 in4 |
Elastic Section Modulus about X-X | Sx | 269 in3 |
Elastic Section Modulus about Y-Y | Sy | 86.6 in3 |
Plastic Section Modulus about X-X | Zx | 306 in3 |
Plastic Section Modulus about Y-Y | Zy | 134 in3 |
St. Venant Torsional Constant | J | 18.8 in4 |
Warping Torsion Constant | Cw | 40800 in6 |
Self Weight of section | Weight | 162 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HP |
Section Name | Name | HP16X162 |
Cross Sectional Area | A | 30774 mm2 |
Section Width | b | 409 mm |
Section Depth | d | 414 mm |
Flange thickness | tf | 25.4 mm |
Web thickness | tw | 25.4 mm |
Radius of Gyration about X-X | rx | 172 mm |
Radius of Gyrations about Y-Y | ry | 97 mm |
Moment of Inertia about X-X | Ix | 912000000 mm4 |
Moment of Intertia about Y-Y | Iy | 290000000 mm4 |
Elastic Section Modulus about X-X | Sx | 4408000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 1419000 mm3 |
Plastic Section Modulus about X-X | Zx | 5014000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 2196000 mm3 |
St. Venant Torsional Constant | J | 7825000 mm4 |
Warping Torsion Constant | Cw | 10956000000000 mm6 |
Self Weight of section | Weight | 241 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A HP16X162 steel section is a standard North American steel section in the HP - Hollow Pipe category. It weighs 162 lb/ft and has a cross sectional area of 47.7 in2. The height and width of the section are 16.3 in and 16.1 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: