Structural sectional properties for a MC3X7.1 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MC |
Section Name | Name | MC3X7.1 |
Cross Sectional Area | A | 2.11 in2 |
Section Width | b | 1.94 in |
Section Depth | d | 3 in |
Flange thickness | tf | 0.351 in |
Web thickness | tw | 0.312 in |
Radius of Gyration about X-X | rx | 1.14 in |
Radius of Gyrations about Y-Y | ry | 0.562 in |
Moment of Inertia about X-X | Ix | 2.72 in4 |
Moment of Intertia about Y-Y | Iy | 0.666 in4 |
Elastic Section Modulus about X-X | Sx | 1.81 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.518 in3 |
Plastic Section Modulus about X-X | Zx | 2.24 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.998 in3 |
St. Venant Torsional Constant | J | 0.0928 in4 |
Warping Torsion Constant | Cw | 0.915 in6 |
Self Weight of section per foot | Weight | 7.1 lb/ft |
A MC3X7.1 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 7.1 lb/ft and has a cross sectional area of 2.11 in2. The height and width of the section are 3 in and 1.94 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: