Structural sectional properties for a HP16X101 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HP |
Section Name | Name | HP16X101 |
Cross Sectional Area | A | 29.9 in2 |
Section Width | b | 15.8 in |
Section Depth | d | 15.5 in |
Flange thickness | tf | 0.625 in |
Web thickness | tw | 0.625 in |
Radius of Gyration about X-X | rx | 6.59 in |
Radius of Gyrations about Y-Y | ry | 3.71 in |
Moment of Inertia about X-X | Ix | 1300 in4 |
Moment of Intertia about Y-Y | Iy | 412 in4 |
Elastic Section Modulus about X-X | Sx | 168 in3 |
Elastic Section Modulus about Y-Y | Sy | 52.2 in3 |
Plastic Section Modulus about X-X | Zx | 187 in3 |
Plastic Section Modulus about Y-Y | Zy | 80.1 in3 |
St. Venant Torsional Constant | J | 5.07 in4 |
Warping Torsion Constant | Cw | 22800 in6 |
Self Weight of section | Weight | 101 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HP |
Section Name | Name | HP16X101 |
Cross Sectional Area | A | 19290 mm2 |
Section Width | b | 401 mm |
Section Depth | d | 394 mm |
Flange thickness | tf | 15.9 mm |
Web thickness | tw | 15.9 mm |
Radius of Gyration about X-X | rx | 167 mm |
Radius of Gyrations about Y-Y | ry | 94 mm |
Moment of Inertia about X-X | Ix | 541000000 mm4 |
Moment of Intertia about Y-Y | Iy | 171000000 mm4 |
Elastic Section Modulus about X-X | Sx | 2753000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 855000 mm3 |
Plastic Section Modulus about X-X | Zx | 3064000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 1313000 mm3 |
St. Venant Torsional Constant | J | 2110000 mm4 |
Warping Torsion Constant | Cw | 6123000000000 mm6 |
Self Weight of section | Weight | 150 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A HP16X101 steel section is a standard North American steel section in the HP - Hollow Pipe category. It weighs 101 lb/ft and has a cross sectional area of 29.9 in2. The height and width of the section are 15.5 in and 15.8 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: