Structural sectional properties for a MC12X35 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MC |
Section Name | Name | MC12X35 |
Cross Sectional Area | A | 10.3 in2 |
Section Width | b | 3.77 in |
Section Depth | d | 12 in |
Flange thickness | tf | 0.7 in |
Web thickness | tw | 0.465 in |
Radius of Gyration about X-X | rx | 4.59 in |
Radius of Gyrations about Y-Y | ry | 1.11 in |
Moment of Inertia about X-X | Ix | 216 in4 |
Moment of Intertia about Y-Y | Iy | 12.6 in4 |
Elastic Section Modulus about X-X | Sx | 36 in3 |
Elastic Section Modulus about Y-Y | Sy | 4.64 in3 |
Plastic Section Modulus about X-X | Zx | 43.2 in3 |
Plastic Section Modulus about Y-Y | Zy | 8.62 in3 |
St. Venant Torsional Constant | J | 1.24 in4 |
Warping Torsion Constant | Cw | 297 in6 |
Self Weight of section | Weight | 35 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MC |
Section Name | Name | MC12X35 |
Cross Sectional Area | A | 6645 mm2 |
Section Width | b | 96 mm |
Section Depth | d | 305 mm |
Flange thickness | tf | 17.8 mm |
Web thickness | tw | 11.8 mm |
Radius of Gyration about X-X | rx | 117 mm |
Radius of Gyrations about Y-Y | ry | 28 mm |
Moment of Inertia about X-X | Ix | 90000000 mm4 |
Moment of Intertia about Y-Y | Iy | 5000000 mm4 |
Elastic Section Modulus about X-X | Sx | 590000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 76000 mm3 |
Plastic Section Modulus about X-X | Zx | 708000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 141000 mm3 |
St. Venant Torsional Constant | J | 516000 mm4 |
Warping Torsion Constant | Cw | 80000000000 mm6 |
Self Weight of section | Weight | 52 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A MC12X35 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 35 lb/ft and has a cross sectional area of 10.3 in2. The height and width of the section are 12 in and 3.77 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: