Hayes Cladding Systems - 34/1000 REVERSE profiled cladding load span data

34mm Profile Load Spans

REVERSE

Guage (mm)	Moment of Resistance KNm/m²	Moment of Inertia Cm⁴/m	Weight Kg/m²	Span Condition	Deflection Limit	Maximum Imposed Loads in KN/m²for Span L in metres
Guage (mm)	Moment of Resistance KNm/m²	Moment of Inertia Cm⁴/m	Weight Kg/m²	Span Condition	Deflection Limit	1.25	1.50	1.75	2.00	2.25	2.50	2.75
0.50	0.87	9.37	5.24		L	2.80	1.85	1.19	0.81	0.58	0.43	0.32
0.55	1.00	10.06	5.78		200	3.20	2.11	1.35	0.92	0.66	0.49	0.37
0.70	1.39	13.38	7.33			4.70	2.92	1.87	1.28	0.91	0.67	0.51
0.50	0.87	9.37	5.24		L	2.80	1.90	1.40	1.04	0.74	0.55	0.42
0.55	1.00	10.06	5.78		150	3.20	2.28	1.67	1.19	0.85	0.63	0.48
0.70	1.39	13.38	7.33			4.70	3.26	2.40	1.64	1.17	0.87	0.66
0.50	0.87	9.37	5.24		L	2.83	1.96	1.44	1.11	0.87	0.71	0.58
0.55	1.00	10.06	5.78		90	3.28	2.28	1.67	1.28	1.01	0.82	0.68
0.70	1.39	13.38	7.33			4.70	3.26	2.40	1.83	1.45	1.17	0.97
0.50	0.87	9.37	5.24		L	2.68	2.00	1.56	1.25	1.02	0.79	0.60
0.55	1.00	10.06	5.78		200	3.11	2.32	1.80	1.44	1.18	0.90	0.68
0.70	1.39	13.38	7.33			4.50	3.35	2.59	2.07	1.68	1.24	0.95
0.50	0.87	9.37	5.24		L	2.68	2.00	1.56	1.25	1.02	0.85	0.72
0.55	1.00	10.06	5.78		150	3.11	2.32	1.80	1.44	1.18	0.98	0.83
0.70	1.39	13.38	7.33			4.50	3.35	2.59	2.07	1.69	1.40	1.19
0.50	0.87	9.37	5.24		L	2.68	2.00	1.56	1.25	1.02	0.85	0.72
0.55	1.00	10.06	5.78		90	3.11	2.32	1.80	1.44	1.18	0.98	0.83
0.70	1.39	13.38	7.33			4.50	3.35	2.59	2.07	1.69	1.40	1.19

**Figures highlighted in yellow above are limited by deflection