Structural sectional properties for a W21X48 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X48 |
Cross Sectional Area | A | 14.1 in2 |
Section Width | b | 8.14 in |
Section Depth | d | 20.6 in |
Flange thickness | tf | 0.43 in |
Web thickness | tw | 0.35 in |
Radius of Gyration about X-X | rx | 8.24 in |
Radius of Gyrations about Y-Y | ry | 1.66 in |
Moment of Inertia about X-X | Ix | 959 in4 |
Moment of Intertia about Y-Y | Iy | 38.7 in4 |
Elastic Section Modulus about X-X | Sx | 93 in3 |
Elastic Section Modulus about Y-Y | Sy | 9.52 in3 |
Plastic Section Modulus about X-X | Zx | 107 in3 |
Plastic Section Modulus about Y-Y | Zy | 14.9 in3 |
St. Venant Torsional Constant | J | 0.803 in4 |
Warping Torsion Constant | Cw | 3950 in6 |
Self Weight of section | Weight | 48 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X48 |
Cross Sectional Area | A | 9097 mm2 |
Section Width | b | 207 mm |
Section Depth | d | 523 mm |
Flange thickness | tf | 10.9 mm |
Web thickness | tw | 8.9 mm |
Radius of Gyration about X-X | rx | 209 mm |
Radius of Gyrations about Y-Y | ry | 42 mm |
Moment of Inertia about X-X | Ix | 399000000 mm4 |
Moment of Intertia about Y-Y | Iy | 16000000 mm4 |
Elastic Section Modulus about X-X | Sx | 1524000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 156000 mm3 |
Plastic Section Modulus about X-X | Zx | 1753000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 244000 mm3 |
St. Venant Torsional Constant | J | 334000 mm4 |
Warping Torsion Constant | Cw | 1061000000000 mm6 |
Self Weight of section | Weight | 71 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W21X48 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 48 lb/ft and has a cross sectional area of 14.1 in2. The height and width of the section are 20.6 in and 8.14 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: