Structural sectional properties for a W30X132 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W30X132 |
Cross Sectional Area | A | 38.8 in2 |
Section Width | b | 10.5 in |
Section Depth | d | 30.3 in |
Flange thickness | tf | 1 in |
Web thickness | tw | 0.615 in |
Radius of Gyration about X-X | rx | 12.2 in |
Radius of Gyrations about Y-Y | ry | 2.25 in |
Moment of Inertia about X-X | Ix | 5770 in4 |
Moment of Intertia about Y-Y | Iy | 196 in4 |
Elastic Section Modulus about X-X | Sx | 380 in3 |
Elastic Section Modulus about Y-Y | Sy | 37.2 in3 |
Plastic Section Modulus about X-X | Zx | 437 in3 |
Plastic Section Modulus about Y-Y | Zy | 58.4 in3 |
St. Venant Torsional Constant | J | 9.72 in4 |
Warping Torsion Constant | Cw | 42100 in6 |
Self Weight of section | Weight | 132 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W30X132 |
Cross Sectional Area | A | 25032 mm2 |
Section Width | b | 267 mm |
Section Depth | d | 770 mm |
Flange thickness | tf | 25.4 mm |
Web thickness | tw | 15.6 mm |
Radius of Gyration about X-X | rx | 310 mm |
Radius of Gyrations about Y-Y | ry | 57 mm |
Moment of Inertia about X-X | Ix | 2402000000 mm4 |
Moment of Intertia about Y-Y | Iy | 82000000 mm4 |
Elastic Section Modulus about X-X | Sx | 6227000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 610000 mm3 |
Plastic Section Modulus about X-X | Zx | 7161000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 957000 mm3 |
St. Venant Torsional Constant | J | 4046000 mm4 |
Warping Torsion Constant | Cw | 11305000000000 mm6 |
Self Weight of section | Weight | 196 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W30X132 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 132 lb/ft and has a cross sectional area of 38.8 in2. The height and width of the section are 30.3 in and 10.5 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: