Structural sectional properties for a Pipe4XXS standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | PIPE |
Section Name | Name | Pipe4XXS |
Cross Sectional Area | A | 7.66 in2 |
Section Depth | d | 4.5 in |
Flange thickness | tf | 0.674 in |
Web thickness | tw | 0.674 in |
Radius of Gyration about X-X | rx | 1.39 in |
Radius of Gyrations about Y-Y | ry | 1.39 in |
Moment of Inertia about X-X | Ix | 14.7 in4 |
Moment of Intertia about Y-Y | Iy | 14.7 in4 |
Elastic Section Modulus about X-X | Sx | 6.53 in3 |
Elastic Section Modulus about Y-Y | Sy | 6.53 in3 |
Plastic Section Modulus about X-X | Zx | 9.5 in3 |
Plastic Section Modulus about Y-Y | Zy | 9.5 in3 |
St. Venant Torsional Constant | J | 29.4 in4 |
Self Weight of section | Weight | 27.6 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | PIPE |
Section Name | Name | Pipe4XXS |
Cross Sectional Area | A | 4942 mm2 |
Section Depth | d | 114 mm |
Flange thickness | tf | 17.1 mm |
Web thickness | tw | 17.1 mm |
Radius of Gyration about X-X | rx | 35 mm |
Radius of Gyrations about Y-Y | ry | 35 mm |
Moment of Inertia about X-X | Ix | 6000000 mm4 |
Moment of Intertia about Y-Y | Iy | 6000000 mm4 |
Elastic Section Modulus about X-X | Sx | 107000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 107000 mm3 |
Plastic Section Modulus about X-X | Zx | 156000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 156000 mm3 |
St. Venant Torsional Constant | J | 12237000 mm4 |
Self Weight of section | Weight | 41 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A Pipe4XXS 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 27.6 lb/ft (41 kg/m) and has a cross sectional area of 7.66 in2 (4942 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: