Structural sectional properties for a W21X93 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X93 |
Cross Sectional Area | A | 27.3 in2 |
Section Width | b | 8.42 in |
Section Depth | d | 21.6 in |
Flange thickness | tf | 0.93 in |
Web thickness | tw | 0.58 in |
Radius of Gyration about X-X | rx | 8.7 in |
Radius of Gyrations about Y-Y | ry | 1.84 in |
Moment of Inertia about X-X | Ix | 2070 in4 |
Moment of Intertia about Y-Y | Iy | 92.9 in4 |
Elastic Section Modulus about X-X | Sx | 192 in3 |
Elastic Section Modulus about Y-Y | Sy | 22.1 in3 |
Plastic Section Modulus about X-X | Zx | 221 in3 |
Plastic Section Modulus about Y-Y | Zy | 34.7 in3 |
St. Venant Torsional Constant | J | 6.03 in4 |
Warping Torsion Constant | Cw | 9940 in6 |
Self Weight of section | Weight | 93 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X93 |
Cross Sectional Area | A | 17613 mm2 |
Section Width | b | 214 mm |
Section Depth | d | 549 mm |
Flange thickness | tf | 23.6 mm |
Web thickness | tw | 14.7 mm |
Radius of Gyration about X-X | rx | 221 mm |
Radius of Gyrations about Y-Y | ry | 47 mm |
Moment of Inertia about X-X | Ix | 862000000 mm4 |
Moment of Intertia about Y-Y | Iy | 39000000 mm4 |
Elastic Section Modulus about X-X | Sx | 3146000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 362000 mm3 |
Plastic Section Modulus about X-X | Zx | 3622000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 569000 mm3 |
St. Venant Torsional Constant | J | 2510000 mm4 |
Warping Torsion Constant | Cw | 2669000000000 mm6 |
Self Weight of section | Weight | 138 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W21X93 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 93 lb/ft and has a cross sectional area of 27.3 in2. The height and width of the section are 21.6 in and 8.42 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: