W610x498
Section Property Table for W610x498
| W: Thickness of web, mm. | B: Width of flange , mm. | D: Deppth of section, mm | T: Thickness of flange, mm. |
| W: 35.1 | B: 343 | D:699 | T: 63 |
| BT: Width-to-thickness ratio . | HW: Depth-to-thickness ratio of web. | K: Distance between outer face of flange and web-toe of fillet, mm. | K1: Distance between middle line of web and flange-toe of fillet, mm. |
| BT: 2.72 | HW: 16.3 | K: 85 | K1: 38 |
| Dn_i: Nominal depth of section (Imperial units), in. | Dnom: Nominal depth of section, mm. | Mass: Mass per length, kg/m. | Wt_i: Weight per length (Imperial units), lb/ft. |
| Dn_i: 24 | Dnom: 610 | Mass: 498 | Wt_i: 335 |
| A: (Cross-sectional area, mm^2) | J: St-Venant torsional constant, mm^4. | Cw: Warping constant, mm^6. | Sw: Warping statical moment, mm^4. |
| A: 63500 | J: 63200 | Cw: 43100 | Sw: 295 |
| Ix: Moment of inertia about axis XX, mm^4. | Sx: Elastic section modulus about axis XX, mm^3. | Rx: Radius of gyration about axis XX, mm. | Sw: Plastic modulus about axis XX, mm^3. |
| Ix: 4950 | Sx: 14200 | Rx: 279 | Zx: 16700 |
| Iy: Moment of inertia about axis YY, mm^4. | Sy: Elastic section modulus about axis YY, mm^3. | Ry: Radius of gyration about axis YY, mm. | Zy: Plastic modulus about axis YY, mm^3. |
| Iy: 426 | Sy: 2480 | Ry: 81.9 | Zy: 3890 |
| Qf: Statical moment at point in flange in line with web face, mm^3. | Qw: Statical moment at mid-depth in web, mm^3. | SA: Surface area per metre, m. | Section: Structural Member |
| Qf: 3080 | Qw: 8310 | SA: 2.7 | Section: W610x498 |
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