Structural sectional properties for a MC12X45 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MC |
Section Name | Name | MC12X45 |
Cross Sectional Area | A | 13.2 in2 |
Section Width | b | 4.01 in |
Section Depth | d | 12 in |
Flange thickness | tf | 0.7 in |
Web thickness | tw | 0.71 in |
Radius of Gyration about X-X | rx | 4.36 in |
Radius of Gyrations about Y-Y | ry | 1.09 in |
Moment of Inertia about X-X | Ix | 251 in4 |
Moment of Intertia about Y-Y | Iy | 15.8 in4 |
Elastic Section Modulus about X-X | Sx | 41.9 in3 |
Elastic Section Modulus about Y-Y | Sy | 5.3 in3 |
Plastic Section Modulus about X-X | Zx | 52 in3 |
Plastic Section Modulus about Y-Y | Zy | 10.1 in3 |
St. Venant Torsional Constant | J | 2.33 in4 |
Warping Torsion Constant | Cw | 373 in6 |
Self Weight of section | Weight | 45 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MC |
Section Name | Name | MC12X45 |
Cross Sectional Area | A | 8516 mm2 |
Section Width | b | 102 mm |
Section Depth | d | 305 mm |
Flange thickness | tf | 17.8 mm |
Web thickness | tw | 18 mm |
Radius of Gyration about X-X | rx | 111 mm |
Radius of Gyrations about Y-Y | ry | 28 mm |
Moment of Inertia about X-X | Ix | 104000000 mm4 |
Moment of Intertia about Y-Y | Iy | 7000000 mm4 |
Elastic Section Modulus about X-X | Sx | 687000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 87000 mm3 |
Plastic Section Modulus about X-X | Zx | 852000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 166000 mm3 |
St. Venant Torsional Constant | J | 970000 mm4 |
Warping Torsion Constant | Cw | 100000000000 mm6 |
Self Weight of section | Weight | 67 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A MC12X45 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 45 lb/ft and has a cross sectional area of 13.2 in2. The height and width of the section are 12 in and 4.01 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: