Structural sectional properties for a Pipe12XS standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | PIPE |
Section Name | Name | Pipe12XS |
Cross Sectional Area | A | 17.5 in2 |
Section Depth | d | 12.8 in |
Flange thickness | tf | 0.5 in |
Web thickness | tw | 0.5 in |
Radius of Gyration about X-X | rx | 4.35 in |
Radius of Gyrations about Y-Y | ry | 4.35 in |
Moment of Inertia about X-X | Ix | 339 in4 |
Moment of Intertia about Y-Y | Iy | 339 in4 |
Elastic Section Modulus about X-X | Sx | 53.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 53.2 in3 |
Plastic Section Modulus about X-X | Zx | 70.2 in3 |
Plastic Section Modulus about Y-Y | Zy | 70.2 in3 |
St. Venant Torsional Constant | J | 678 in4 |
Self Weight of section | Weight | 65.5 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | PIPE |
Section Name | Name | Pipe12XS |
Cross Sectional Area | A | 11290 mm2 |
Section Depth | d | 325 mm |
Flange thickness | tf | 12.7 mm |
Web thickness | tw | 12.7 mm |
Radius of Gyration about X-X | rx | 110 mm |
Radius of Gyrations about Y-Y | ry | 110 mm |
Moment of Inertia about X-X | Ix | 141000000 mm4 |
Moment of Intertia about Y-Y | Iy | 141000000 mm4 |
Elastic Section Modulus about X-X | Sx | 872000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 872000 mm3 |
Plastic Section Modulus about X-X | Zx | 1150000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 1150000 mm3 |
St. Venant Torsional Constant | J | 282205000 mm4 |
Self Weight of section | Weight | 97 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A Pipe12XS steel section is a standard North American steel section in the PIPE - STD Pipes category. The height and width of the section are 12.8 in (325 mm) and 12.8 in (325 mm) respectively. It weighs 65.5 lb/ft (97 kg/m) and has a cross sectional area of 17.5 in2 (11290 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: