Structural sectional properties for a W16X45 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W16X45 |
Cross Sectional Area | A | 13.3 in2 |
Section Width | b | 7.04 in |
Section Depth | d | 16.1 in |
Flange thickness | tf | 0.565 in |
Web thickness | tw | 0.345 in |
Radius of Gyration about X-X | rx | 6.65 in |
Radius of Gyrations about Y-Y | ry | 1.57 in |
Moment of Inertia about X-X | Ix | 586 in4 |
Moment of Intertia about Y-Y | Iy | 32.8 in4 |
Elastic Section Modulus about X-X | Sx | 72.7 in3 |
Elastic Section Modulus about Y-Y | Sy | 9.34 in3 |
Plastic Section Modulus about X-X | Zx | 82.3 in3 |
Plastic Section Modulus about Y-Y | Zy | 14.5 in3 |
St. Venant Torsional Constant | J | 1.11 in4 |
Warping Torsion Constant | Cw | 1990 in6 |
Self Weight of section | Weight | 45 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W16X45 |
Cross Sectional Area | A | 8581 mm2 |
Section Width | b | 179 mm |
Section Depth | d | 409 mm |
Flange thickness | tf | 14.4 mm |
Web thickness | tw | 8.8 mm |
Radius of Gyration about X-X | rx | 169 mm |
Radius of Gyrations about Y-Y | ry | 40 mm |
Moment of Inertia about X-X | Ix | 244000000 mm4 |
Moment of Intertia about Y-Y | Iy | 14000000 mm4 |
Elastic Section Modulus about X-X | Sx | 1191000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 153000 mm3 |
Plastic Section Modulus about X-X | Zx | 1349000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 238000 mm3 |
St. Venant Torsional Constant | J | 462000 mm4 |
Warping Torsion Constant | Cw | 534000000000 mm6 |
Self Weight of section | Weight | 67 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W16X45 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 45 lb/ft and has a cross sectional area of 13.3 in2. The height and width of the section are 16.1 in and 7.04 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: