Hayes Cladding Systems - 26/900 profiled cladding load span data

26mm Profile Load Spans

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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	1.00	1.20	1.40	1.60	1.80	2.00	2.20
0.40	0.67	4.88	3.85			3.53	2.27	1.43	0.96	0.67	0.49	0.37
0.50	0.86	6.40	4.82		L	4.54	2.98	1.88	1.26	0.88	0.64	0.48
0.55	0.95	7.08	5.31		200	5.01	3.30	2.08	1.39	0.98	0.71	0.53
0.70	1.22	9.17	6.80			6.44	4.28	2.69	1.80	1.27	0.92	0.69
0.40	0.67	4.88	3.85			3.53	2.44	1.78	1.28	0.90	0.65	0.49
0.50	0.86	6.40	4.82		L	4.54	3.14	2.30	1.68	1.18	0.86	0.65
0.55	0.95	7.08	5.31		150	5.01	3.47	2.53	1.86	1.30	0.95	0.71
0.70	1.22	9.17	6.80			6.44	4.46	3.26	2.41	1.69	1.23	0.92
0.40	0.67	4.88	3.85			2.76	1.90	1.39	1.05	0.83	0.76	0.70
0.50	0.86	6.40	4.82		L	3.61	2.49	1.82	1.38	1.30	1.22	0.91
0.55	0.95	7.08	5.31		200	4.13	2.85	2.08	1.58	1.46	1.35	1.01
0.70	1.22	9.17	6.80			5.08	3.51	3.33	3.15	2.40	1.75	1.31
0.40	0.67	4.88	3.85			2.76	1.90	1.39	1.05	0.83	0.79	0.75
0.50	0.86	6.40	4.82		L	3.61	2.49	1.82	1.38	1.30	1.23	1.16
0.55	0.95	7.08	5.31		150	4.13	2.85	2.08	1.58	1.49	1.41	1.33
0.70	1.22	9.17	6.80			5.08	3.51	3.33	3.15	2.48	2.00	1.64

**Figures highlighted in yellow above are limited by deflection