Structural sectional properties for a Pipe3XXS standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | PIPE |
Section Name | Name | Pipe3XXS |
Cross Sectional Area | A | 5.17 in2 |
Section Depth | d | 3.5 in |
Flange thickness | tf | 0.6 in |
Web thickness | tw | 0.6 in |
Radius of Gyration about X-X | rx | 1.06 in |
Radius of Gyrations about Y-Y | ry | 1.06 in |
Moment of Inertia about X-X | Ix | 5.79 in4 |
Moment of Intertia about Y-Y | Iy | 5.79 in4 |
Elastic Section Modulus about X-X | Sx | 3.31 in3 |
Elastic Section Modulus about Y-Y | Sy | 3.31 in3 |
Plastic Section Modulus about X-X | Zx | 4.89 in3 |
Plastic Section Modulus about Y-Y | Zy | 4.89 in3 |
St. Venant Torsional Constant | J | 11.6 in4 |
Self Weight of section | Weight | 18.6 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | PIPE |
Section Name | Name | Pipe3XXS |
Cross Sectional Area | A | 3335 mm2 |
Section Depth | d | 89 mm |
Flange thickness | tf | 15.2 mm |
Web thickness | tw | 15.2 mm |
Radius of Gyration about X-X | rx | 27 mm |
Radius of Gyrations about Y-Y | ry | 27 mm |
Moment of Inertia about X-X | Ix | 2000000 mm4 |
Moment of Intertia about Y-Y | Iy | 2000000 mm4 |
Elastic Section Modulus about X-X | Sx | 54000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 54000 mm3 |
Plastic Section Modulus about X-X | Zx | 80000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 80000 mm3 |
St. Venant Torsional Constant | J | 4828000 mm4 |
Self Weight of section | Weight | 28 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A Pipe3XXS steel section is a standard North American steel section in the PIPE - STD Pipes category. The height and width of the section are 3.5 in (89 mm) and 3.5 in (89 mm) respectively. It weighs 18.6 lb/ft (28 kg/m) and has a cross sectional area of 5.17 in2 (3335 mm2).
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: