Structural sectional properties for a W12X336 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W12X336 |
Cross Sectional Area | A | 98.9 in2 |
Section Width | b | 13.4 in |
Section Depth | d | 16.8 in |
Flange thickness | tf | 2.96 in |
Web thickness | tw | 1.78 in |
Radius of Gyration about X-X | rx | 6.41 in |
Radius of Gyrations about Y-Y | ry | 3.47 in |
Moment of Inertia about X-X | Ix | 4060 in4 |
Moment of Intertia about Y-Y | Iy | 1190 in4 |
Elastic Section Modulus about X-X | Sx | 483 in3 |
Elastic Section Modulus about Y-Y | Sy | 177 in3 |
Plastic Section Modulus about X-X | Zx | 603 in3 |
Plastic Section Modulus about Y-Y | Zy | 274 in3 |
St. Venant Torsional Constant | J | 243 in4 |
Warping Torsion Constant | Cw | 57000 in6 |
Self Weight of section | Weight | 336 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W12X336 |
Cross Sectional Area | A | 63806 mm2 |
Section Width | b | 340 mm |
Section Depth | d | 427 mm |
Flange thickness | tf | 75.2 mm |
Web thickness | tw | 45.2 mm |
Radius of Gyration about X-X | rx | 163 mm |
Radius of Gyrations about Y-Y | ry | 88 mm |
Moment of Inertia about X-X | Ix | 1690000000 mm4 |
Moment of Intertia about Y-Y | Iy | 495000000 mm4 |
Elastic Section Modulus about X-X | Sx | 7915000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 2901000 mm3 |
Plastic Section Modulus about X-X | Zx | 9881000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 4490000 mm3 |
St. Venant Torsional Constant | J | 101144000 mm4 |
Warping Torsion Constant | Cw | 15307000000000 mm6 |
Self Weight of section | Weight | 500 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W12X336 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 336 lb/ft and has a cross sectional area of 98.9 in2. The height and width of the section are 16.8 in and 13.4 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: