Structural sectional properties for a M12X11.8 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | M |
Section Name | Name | M12X11.8 |
Cross Sectional Area | A | 3.47 in2 |
Section Width | b | 3.07 in |
Section Depth | d | 12 in |
Flange thickness | tf | 0.225 in |
Web thickness | tw | 0.177 in |
Radius of Gyration about X-X | rx | 4.56 in |
Radius of Gyrations about Y-Y | ry | 0.559 in |
Moment of Inertia about X-X | Ix | 72.2 in4 |
Moment of Intertia about Y-Y | Iy | 1.09 in4 |
Elastic Section Modulus about X-X | Sx | 12 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.709 in3 |
Plastic Section Modulus about X-X | Zx | 14.3 in3 |
Plastic Section Modulus about Y-Y | Zy | 1.15 in3 |
St. Venant Torsional Constant | J | 0.05 in4 |
Warping Torsion Constant | Cw | 37.7 in6 |
Self Weight of section per foot | Weight | 11.8 lb/ft |
A M12X11.8 steel section is a standard North American steel section in the M - Misc Wide Flange category. It weighs 11.8 lb/ft and has a cross sectional area of 3.47 in2. The height and width of the section are 12 in and 3.07 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: