Structural sectional properties for a W21X101 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X101 |
Cross Sectional Area | A | 29.8 in2 |
Section Width | b | 12.3 in |
Section Depth | d | 21.4 in |
Flange thickness | tf | 0.8 in |
Web thickness | tw | 0.5 in |
Radius of Gyration about X-X | rx | 9.02 in |
Radius of Gyrations about Y-Y | ry | 2.89 in |
Moment of Inertia about X-X | Ix | 2420 in4 |
Moment of Intertia about Y-Y | Iy | 248 in4 |
Elastic Section Modulus about X-X | Sx | 227 in3 |
Elastic Section Modulus about Y-Y | Sy | 40.3 in3 |
Plastic Section Modulus about X-X | Zx | 253 in3 |
Plastic Section Modulus about Y-Y | Zy | 61.7 in3 |
St. Venant Torsional Constant | J | 5.21 in4 |
Warping Torsion Constant | Cw | 26200 in6 |
Self Weight of section | Weight | 101 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X101 |
Cross Sectional Area | A | 19226 mm2 |
Section Width | b | 312 mm |
Section Depth | d | 544 mm |
Flange thickness | tf | 20.3 mm |
Web thickness | tw | 12.7 mm |
Radius of Gyration about X-X | rx | 229 mm |
Radius of Gyrations about Y-Y | ry | 73 mm |
Moment of Inertia about X-X | Ix | 1007000000 mm4 |
Moment of Intertia about Y-Y | Iy | 103000000 mm4 |
Elastic Section Modulus about X-X | Sx | 3720000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 660000 mm3 |
Plastic Section Modulus about X-X | Zx | 4146000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 1011000 mm3 |
St. Venant Torsional Constant | J | 2169000 mm4 |
Warping Torsion Constant | Cw | 7036000000000 mm6 |
Self Weight of section | Weight | 150 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W21X101 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 101 lb/ft and has a cross sectional area of 29.8 in2. The height and width of the section are 21.4 in and 12.3 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: