Structural sectional properties for a Pipe6XXS standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | PIPE |
Section Name | Name | Pipe6XXS |
Cross Sectional Area | A | 14.7 in2 |
Section Depth | d | 6.63 in |
Flange thickness | tf | 0.864 in |
Web thickness | tw | 0.864 in |
Radius of Gyration about X-X | rx | 2.08 in |
Radius of Gyrations about Y-Y | ry | 2.08 in |
Moment of Inertia about X-X | Ix | 63.5 in4 |
Moment of Intertia about Y-Y | Iy | 63.5 in4 |
Elastic Section Modulus about X-X | Sx | 19.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 19.2 in3 |
Plastic Section Modulus about X-X | Zx | 27.4 in3 |
Plastic Section Modulus about Y-Y | Zy | 27.4 in3 |
St. Venant Torsional Constant | J | 127 in4 |
Self Weight of section | Weight | 53.2 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | PIPE |
Section Name | Name | Pipe6XXS |
Cross Sectional Area | A | 9484 mm2 |
Section Depth | d | 168 mm |
Flange thickness | tf | 21.9 mm |
Web thickness | tw | 21.9 mm |
Radius of Gyration about X-X | rx | 53 mm |
Radius of Gyrations about Y-Y | ry | 53 mm |
Moment of Inertia about X-X | Ix | 26000000 mm4 |
Moment of Intertia about Y-Y | Iy | 26000000 mm4 |
Elastic Section Modulus about X-X | Sx | 315000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 315000 mm3 |
Plastic Section Modulus about X-X | Zx | 449000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 449000 mm3 |
St. Venant Torsional Constant | J | 52861000 mm4 |
Self Weight of section | Weight | 79 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A Pipe6XXS steel section is a standard North American steel section in the PIPE - STD Pipes category. The height and width of the section are 6.63 in (168 mm) and 6.63 in (168 mm) respectively. It weighs 53.2 lb/ft (79 kg/m) and has a cross sectional area of 14.7 in2 (9484 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: