W: Thickness of web, mm. |
B: Width of flange , mm. |
D: Deppth of section, mm |
T: Thickness of flange, mm. |
W: 12.3 |
B: 370 |
D:360 |
T: 19.8 |
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: 9.34 |
HW: 26 |
K: 51 |
K1: 36 |
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: 14 |
Dnom: 360 |
Mass: 147 |
Wt_i: 99 |
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: 18800 |
J: 2230 |
Cw: 4840 |
Sw: 57.6 |
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: 463 |
Sx: 2570 |
Rx: 157 |
Zx: 2840 |
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: 167 |
Sy: 904 |
Ry: 94.3 |
Zy: 1370 |
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: 602 |
Qw: 1400 |
SA: 2.18 |
Section: W360x147 |