Structural sectional properties for a MT2X3 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MT |
Section Name | Name | MT2X3 |
Cross Sectional Area | A | 0.875 in2 |
Section Width | b | 3.8 in |
Section Depth | d | 1.9 in |
Flange thickness | tf | 0.16 in |
Web thickness | tw | 0.13 in |
Radius of Gyration about X-X | rx | 0.493 in |
Radius of Gyrations about Y-Y | ry | 0.926 in |
Moment of Inertia about X-X | Ix | 0.208 in4 |
Moment of Intertia about Y-Y | Iy | 0.732 in4 |
Elastic Section Modulus about X-X | Sx | 0.133 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.385 in3 |
Plastic Section Modulus about X-X | Zx | 0.241 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.588 in3 |
St. Venant Torsional Constant | J | 0.00919 in4 |
Warping Torsion Constant | Cw | 0.00193 in6 |
Self Weight of section | Weight | 3 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MT |
Section Name | Name | MT2X3 |
Cross Sectional Area | A | 565 mm2 |
Section Width | b | 97 mm |
Section Depth | d | 48 mm |
Flange thickness | tf | 4.1 mm |
Web thickness | tw | 3.3 mm |
Radius of Gyration about X-X | rx | 13 mm |
Radius of Gyrations about Y-Y | ry | 24 mm |
Moment of Inertia about X-X | Ix | 0 mm4 |
Moment of Intertia about Y-Y | Iy | 0 mm4 |
Elastic Section Modulus about X-X | Sx | 2000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 6000 mm3 |
Plastic Section Modulus about X-X | Zx | 4000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 10000 mm3 |
St. Venant Torsional Constant | J | 4000 mm4 |
Warping Torsion Constant | Cw | 0 mm6 |
Self Weight of section | Weight | 4 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A MT2X3 steel section is a standard North American steel section in the MT - Misc Tee Sections category. It weighs 3 lb/ft and has a cross sectional area of 0.875 in2. The height and width of the section are 1.9 in and 3.8 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: