Structural sectional properties for a MT5X4 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MT |
Section Name | Name | MT5X4 |
Cross Sectional Area | A | 1.19 in2 |
Section Width | b | 2.69 in |
Section Depth | d | 4.98 in |
Flange thickness | tf | 0.182 in |
Web thickness | tw | 0.141 in |
Radius of Gyration about X-X | rx | 1.62 in |
Radius of Gyrations about Y-Y | ry | 0.502 in |
Moment of Inertia about X-X | Ix | 3.08 in4 |
Moment of Intertia about Y-Y | Iy | 0.296 in4 |
Elastic Section Modulus about X-X | Sx | 0.894 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.22 in3 |
Plastic Section Modulus about X-X | Zx | 1.61 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.354 in3 |
St. Venant Torsional Constant | J | 0.0112 in4 |
Warping Torsion Constant | Cw | 0.00989 in6 |
Self Weight of section | Weight | 4 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MT |
Section Name | Name | MT5X4 |
Cross Sectional Area | A | 768 mm2 |
Section Width | b | 68 mm |
Section Depth | d | 126 mm |
Flange thickness | tf | 4.6 mm |
Web thickness | tw | 3.6 mm |
Radius of Gyration about X-X | rx | 41 mm |
Radius of Gyrations about Y-Y | ry | 13 mm |
Moment of Inertia about X-X | Ix | 1000000 mm4 |
Moment of Intertia about Y-Y | Iy | 0 mm4 |
Elastic Section Modulus about X-X | Sx | 15000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 4000 mm3 |
Plastic Section Modulus about X-X | Zx | 26000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 6000 mm3 |
St. Venant Torsional Constant | J | 5000 mm4 |
Warping Torsion Constant | Cw | 0 mm6 |
Self Weight of section | Weight | 6 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A MT5X4 steel section is a standard North American steel section in the MT - Misc Tee Sections category. It weighs 4 lb/ft and has a cross sectional area of 1.19 in2. The height and width of the section are 4.98 in and 2.69 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: