Structural sectional properties for a ST7.5X25 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | ST |
Section Name | Name | ST7.5X25 |
Cross Sectional Area | A | 7.34 in2 |
Section Width | b | 5.64 in |
Section Depth | d | 7.5 in |
Flange thickness | tf | 0.622 in |
Web thickness | tw | 0.55 in |
Radius of Gyration about X-X | rx | 2.35 in |
Radius of Gyrations about Y-Y | ry | 1.03 in |
Moment of Inertia about X-X | Ix | 40.5 in4 |
Moment of Intertia about Y-Y | Iy | 7.79 in4 |
Elastic Section Modulus about X-X | Sx | 7.72 in3 |
Elastic Section Modulus about Y-Y | Sy | 2.76 in3 |
Plastic Section Modulus about X-X | Zx | 14 in3 |
Plastic Section Modulus about Y-Y | Zy | 4.99 in3 |
St. Venant Torsional Constant | J | 1.05 in4 |
Warping Torsion Constant | Cw | 2.02 in6 |
Self Weight of section | Weight | 25 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | ST |
Section Name | Name | ST7.5X25 |
Cross Sectional Area | A | 4735 mm2 |
Section Width | b | 143 mm |
Section Depth | d | 191 mm |
Flange thickness | tf | 15.8 mm |
Web thickness | tw | 14 mm |
Radius of Gyration about X-X | rx | 60 mm |
Radius of Gyrations about Y-Y | ry | 26 mm |
Moment of Inertia about X-X | Ix | 17000000 mm4 |
Moment of Intertia about Y-Y | Iy | 3000000 mm4 |
Elastic Section Modulus about X-X | Sx | 127000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 45000 mm3 |
Plastic Section Modulus about X-X | Zx | 229000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 82000 mm3 |
St. Venant Torsional Constant | J | 437000 mm4 |
Warping Torsion Constant | Cw | 1000000000 mm6 |
Self Weight of section | Weight | 37 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A ST7.5X25 steel section is a standard North American steel section in the ST - Standard Tee Sections category. The height and width of the section are 7.5 in (191 mm) and 5.64 in (143 mm) respectively. It weighs 25 lb/ft (37 kg/m) and has a cross sectional area of 7.34 in2 (4735 mm2).
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: