Structural sectional properties for a MC7X19.1 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MC |
Section Name | Name | MC7X19.1 |
Cross Sectional Area | A | 5.61 in2 |
Section Width | b | 3.45 in |
Section Depth | d | 7 in |
Flange thickness | tf | 0.5 in |
Web thickness | tw | 0.352 in |
Radius of Gyration about X-X | rx | 2.77 in |
Radius of Gyrations about Y-Y | ry | 1.04 in |
Moment of Inertia about X-X | Ix | 43.1 in4 |
Moment of Intertia about Y-Y | Iy | 6.06 in4 |
Elastic Section Modulus about X-X | Sx | 12.3 in3 |
Elastic Section Modulus about Y-Y | Sy | 2.55 in3 |
Plastic Section Modulus about X-X | Zx | 14.5 in3 |
Plastic Section Modulus about Y-Y | Zy | 4.85 in3 |
St. Venant Torsional Constant | J | 0.407 in4 |
Warping Torsion Constant | Cw | 49.3 in6 |
Self Weight of section per foot | Weight | 19.1 lb/ft |
A MC7X19.1 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 19.1 lb/ft and has a cross sectional area of 5.61 in2. The height and width of the section are 7 in and 3.45 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: