Dimensions and section properties for Pipe6STD
Structural sectional properties for a Pipe6STD standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | PIPE |
| Section Name | Name | Pipe6STD |
| Cross Sectional Area | A | 5.2 in2 |
| Section Depth | d | 6.63 in |
| Flange thickness | tf | 0.28 in |
| Web thickness | tw | 0.28 in |
| Radius of Gyration about X-X | rx | 2.25 in |
| Radius of Gyrations about Y-Y | ry | 2.25 in |
| Moment of Inertia about X-X | Ix | 26.5 in4 |
| Moment of Intertia about Y-Y | Iy | 26.5 in4 |
| Elastic Section Modulus about X-X | Sx | 7.99 in3 |
| Elastic Section Modulus about Y-Y | Sy | 7.99 in3 |
| Plastic Section Modulus about X-X | Zx | 10.6 in3 |
| Plastic Section Modulus about Y-Y | Zy | 10.6 in3 |
| St. Venant Torsional Constant | J | 52.9 in4 |
| Self Weight of section | Weight | 19 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | PIPE |
| Section Name | Name | Pipe6STD |
| Cross Sectional Area | A | 3355 mm2 |
| Section Depth | d | 168 mm |
| Flange thickness | tf | 7.1 mm |
| Web thickness | tw | 7.1 mm |
| Radius of Gyration about X-X | rx | 57 mm |
| Radius of Gyrations about Y-Y | ry | 57 mm |
| Moment of Inertia about X-X | Ix | 11000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 11000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 131000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 131000 mm3 |
| Plastic Section Modulus about X-X | Zx | 174000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 174000 mm3 |
| St. Venant Torsional Constant | J | 22019000 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 Pipe6STD 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 19 lb/ft (28 kg/m) and has a cross sectional area of 5.2 in2 (3355 mm2).
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft
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