Eaves Beam - 19020 Material 2.0mm Pre Galv. Steel BS EN 10326. 2004 Gauge   2.0mm Weight/Metre/Kg   6.66 kgs Area CM2 8.48 Inertia XX CM4 529.94 Sec Mod XX CM3 49.55 Inertia YY CM4 86.86 Sec Mod YY CM3 13.37 Rad of GYR XX CM 7.91 Rad of GYR YY CM 3.20
Stiffening cleats should be used when side rail supports are suspended from the bottom flange of the eaves beam

Applied Vertical Loads
Span metres	Section Ref,	Lat Supp	5	6	7	8	9	10	11	12	13	14	15
4m	190-100 2mm	1	22.31	21.61	20.91	20.21	19.51	18.81	18.11	17.41	16.71	16.01	15.31
4.5m	--	1	19.47	18.77	18.07	17.37	16.67	15.97	15.27	14.57	13.87	13.17	12.47
5m	--	1	16.93	16.23	15.53	14.83	14.13	13.43	12.73	12.03	11.33	10.63	9.93
5.5m	--	1	14.71	14.01	13.31	12.61	11.91	11.21	10.51	9.81	9.11	8.41	7.71
6m	--	1	12.68	11.98	11.28	10.58	9.88	9.18	8.48	7.78	7.08	6.38	5.68
6.5m	--	2	11.10	11.10	11.10	11.10	11.10	11.10	11.10	11.10	11.10	11.10	11.10
7m	--	2	9.57	9.57	9.57	9.57	9.57	9.57	9.57	9.57	9.57	9.57	9.57
7.5m	--	2	8.34	8.34	8.34	8.34	8.34	8.34	8.34	8.34	8.34	8.34	8.34
8m	--	2	7.33	7.33	7.33	7.33	7.33	7.33	7.33	7.33	7.33	7.33	7.33

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