Structural sectional properties for a HP14X102 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HP |
Section Name | Name | HP14X102 |
Cross Sectional Area | A | 30.1 in2 |
Section Width | b | 14.8 in |
Section Depth | d | 14 in |
Flange thickness | tf | 0.705 in |
Web thickness | tw | 0.705 in |
Radius of Gyration about X-X | rx | 5.92 in |
Radius of Gyrations about Y-Y | ry | 3.56 in |
Moment of Inertia about X-X | Ix | 1050 in4 |
Moment of Intertia about Y-Y | Iy | 380 in4 |
Elastic Section Modulus about X-X | Sx | 150 in3 |
Elastic Section Modulus about Y-Y | Sy | 51.4 in3 |
Plastic Section Modulus about X-X | Zx | 169 in3 |
Plastic Section Modulus about Y-Y | Zy | 78.8 in3 |
St. Venant Torsional Constant | J | 5.39 in4 |
Warping Torsion Constant | Cw | 16800 in6 |
Self Weight of section | Weight | 102 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HP |
Section Name | Name | HP14X102 |
Cross Sectional Area | A | 19419 mm2 |
Section Width | b | 376 mm |
Section Depth | d | 356 mm |
Flange thickness | tf | 17.9 mm |
Web thickness | tw | 17.9 mm |
Radius of Gyration about X-X | rx | 150 mm |
Radius of Gyrations about Y-Y | ry | 90 mm |
Moment of Inertia about X-X | Ix | 437000000 mm4 |
Moment of Intertia about Y-Y | Iy | 158000000 mm4 |
Elastic Section Modulus about X-X | Sx | 2458000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 842000 mm3 |
Plastic Section Modulus about X-X | Zx | 2769000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 1291000 mm3 |
St. Venant Torsional Constant | J | 2243000 mm4 |
Warping Torsion Constant | Cw | 4511000000000 mm6 |
Self Weight of section | Weight | 152 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A HP14X102 steel section is a standard North American steel section in the HP - Hollow Pipe category. It weighs 102 lb/ft and has a cross sectional area of 30.1 in2. The height and width of the section are 14 in and 14.8 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: