W610x153

W: Thickness of web, mm.	B: Width of flange , mm.	D: Deppth of section, mm	T: Thickness of flange, mm.
W: 14	B: 229	D:623	T: 24.9
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: 4.6	HW: 40.9	K: 47	K1: 27
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: 153	Wt_i: 103
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: 19600	J: 2950	Cw: 4470	Sw: 48.8
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: 1250	Sx: 4020	Rx: 253	Zx: 4600
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: 50	Sy: 437	Ry: 50.5	Zy: 682
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: 800	Qw: 2280	SA: 2.13	Section: W610x153

Auto Amazon Links: No products found.