Dimensions and section properties for Pipe4XS
Structural sectional properties for a Pipe4XS standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | PIPE |
| Section Name | Name | Pipe4XS |
| Cross Sectional Area | A | 4.14 in2 |
| Section Depth | d | 4.5 in |
| Flange thickness | tf | 0.337 in |
| Web thickness | tw | 0.337 in |
| Radius of Gyration about X-X | rx | 1.48 in |
| Radius of Gyrations about Y-Y | ry | 1.48 in |
| Moment of Inertia about X-X | Ix | 9.12 in4 |
| Moment of Intertia about Y-Y | Iy | 9.12 in4 |
| Elastic Section Modulus about X-X | Sx | 4.05 in3 |
| Elastic Section Modulus about Y-Y | Sy | 4.05 in3 |
| Plastic Section Modulus about X-X | Zx | 5.53 in3 |
| Plastic Section Modulus about Y-Y | Zy | 5.53 in3 |
| St. Venant Torsional Constant | J | 18.2 in4 |
| Self Weight of section | Weight | 15 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | PIPE |
| Section Name | Name | Pipe4XS |
| Cross Sectional Area | A | 2671 mm2 |
| Section Depth | d | 114 mm |
| Flange thickness | tf | 8.6 mm |
| Web thickness | tw | 8.6 mm |
| Radius of Gyration about X-X | rx | 38 mm |
| Radius of Gyrations about Y-Y | ry | 38 mm |
| Moment of Inertia about X-X | Ix | 4000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 4000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 66000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 66000 mm3 |
| Plastic Section Modulus about X-X | Zx | 91000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 91000 mm3 |
| St. Venant Torsional Constant | J | 7575000 mm4 |
| Self Weight of section | Weight | 22 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A Pipe4XS steel section is a standard North American steel section in the PIPE - STD Pipes category. The height and width of the section are 4.5 in (114 mm) and 4.5 in (114 mm) respectively. It weighs 15 lb/ft (22 kg/m) and has a cross sectional area of 4.14 in2 (2671 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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