Structural sectional properties for a MC13X31.8 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MC |
Section Name | Name | MC13X31.8 |
Cross Sectional Area | A | 9.35 in2 |
Section Width | b | 4 in |
Section Depth | d | 13 in |
Flange thickness | tf | 0.61 in |
Web thickness | tw | 0.375 in |
Radius of Gyration about X-X | rx | 5.05 in |
Radius of Gyrations about Y-Y | ry | 1.1 in |
Moment of Inertia about X-X | Ix | 239 in4 |
Moment of Intertia about Y-Y | Iy | 11.4 in4 |
Elastic Section Modulus about X-X | Sx | 36.7 in3 |
Elastic Section Modulus about Y-Y | Sy | 3.79 in3 |
Plastic Section Modulus about X-X | Zx | 43.4 in3 |
Plastic Section Modulus about Y-Y | Zy | 7.69 in3 |
St. Venant Torsional Constant | J | 0.937 in4 |
Warping Torsion Constant | Cw | 380 in6 |
Self Weight of section per foot | Weight | 31.8 lb/ft |
A MC13X31.8 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 31.8 lb/ft and has a cross sectional area of 9.35 in2. The height and width of the section are 13 in and 4 in respectively.
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: