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210 EAVES BEAM HX460LAD (Galv.) LOAD TABLE
Single and Double Span Load Tables
Tables based on wind load = 1 kN/m2
The self weight of the section has not been deducted from the loads given below.
Cladding must provide restraint to the top flange of the Eaves Beam
 
Eaves Beam Anti Sag support:
Anti sag support must be provided with all Eaves Beams for the data shown to be valid.
The frequency of use is based on the distance spanned and is listed underneath:
Span No of Eaves Struts
< 6m 1
6-10m 2
< 12m 3
Section Weight: 6.83Kg/m
Span Total
Working
U.D.L.		 Deflection
Span / 180		 Ultimate
Gravity
Load		 Ultimate
Uplift
Load
(m) (kN) (kN) (kN) (kN)
3.00 23.65 65.76 35.48 37.79
3.50 19.28 48.31 28.92 31.54
4.00 15.89 36.99 23.83 26.74
4.50 13.17 29.23 19.76 22.91
5.00 10.93 23.67 16.39 19.73
5.50 9.05 19.56 13.57 16.17
6.00 7.44 16.44 11.17 13.22
6.50 7.64 14.01 11.45 16.07
7.00 6.46 12.08 9.69 14.53
7.50 5.42 10.52 8.13 13.15
8.00 4.50 9.25 6.75 11.52
8.50 3.68 8.19 5.52 10.08
9.00 2.95 7.31 4.43 8.81
9.50 2.31 6.56 3.46 7.69
10.00 1.73 5.92 2.60 6.70
10.50 1.54 5.37 2.30 8.93
11.00 1.01 4.89 1.52 8.08