Structural sectional properties for a Pipe5STD standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | PIPE |
Section Name | Name | Pipe5STD |
Cross Sectional Area | A | 4.01 in2 |
Section Depth | d | 5.56 in |
Flange thickness | tf | 0.258 in |
Web thickness | tw | 0.258 in |
Radius of Gyration about X-X | rx | 1.88 in |
Radius of Gyrations about Y-Y | ry | 1.88 in |
Moment of Inertia about X-X | Ix | 14.3 in4 |
Moment of Intertia about Y-Y | Iy | 14.3 in4 |
Elastic Section Modulus about X-X | Sx | 5.14 in3 |
Elastic Section Modulus about Y-Y | Sy | 5.14 in3 |
Plastic Section Modulus about X-X | Zx | 6.83 in3 |
Plastic Section Modulus about Y-Y | Zy | 6.83 in3 |
St. Venant Torsional Constant | J | 28.6 in4 |
Self Weight of section | Weight | 14.6 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | PIPE |
Section Name | Name | Pipe5STD |
Cross Sectional Area | A | 2587 mm2 |
Section Depth | d | 141 mm |
Flange thickness | tf | 6.6 mm |
Web thickness | tw | 6.6 mm |
Radius of Gyration about X-X | rx | 48 mm |
Radius of Gyrations about Y-Y | ry | 48 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 | 84000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 84000 mm3 |
Plastic Section Modulus about X-X | Zx | 112000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 112000 mm3 |
St. Venant Torsional Constant | J | 11904000 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 Pipe5STD steel section is a standard North American steel section in the PIPE - STD Pipes category. The height and width of the section are 5.56 in (141 mm) and 5.56 in (141 mm) respectively. It weighs 14.6 lb/ft (22 kg/m) and has a cross sectional area of 4.01 in2 (2587 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: