LOAD w kg/m	TYPE
	50			75			100			125			150
	s	d	dp	s	d	dp	s	d	dp	s	d	dp	s	d	dp
25	3.931	19.7	19.7	5.462	27.3	27.3	6.000	19.6	30.0	6.000	8.7	30.0	6.000	5.4	30.0
50	3.120	15.6	15.6	4.336	21.7	21.7	5.487	27.4	27.4	6.000	17.3	30.0	6.000	10.9	30.0
75	2.725	13.6	13.6	3.701	17.3	18.5	4.564	19.7	22.8	6.000	26.0	30.0	6.000	16.3	30.0
100	2.396	10.9	12.0	3.205	12.9	16.0	3.952	14.8	19.8	5.321	21.4	26.6	6.000	21.8	30.0
125	2.143	8.7	10.7	2.867	10.4	14.3	3.535	11.8	17.7	4.760	17.1	23.8	5.476	18.9	27.4
150	1.956	7.2	9.8	2.617	8.6	13.1	3.227	9.8	16.1	4.345	14.3	21.7	4.999	15.7	25.0
175	1.811	6.2	9.1	2.423	7.4	12.1	2.988	8.4	14.9	4.023	12.2	20.1	4.628	13.5	23.1
200	1.694	5.4	8.5	2.266	6.5	11.3	2.795	7.4	14.0	3.763	10.7	18.8	4.329	11.8	21.6
225	1.597	4.8	8.0	2.137	5.8	10.7	2.635	6.6	13.2	3.548	9.5	17.7	4.081	10.5	20.4
250	1.515	4.3	7.6	2.027	5.2	10.1	2.500	5.9	12.5	3.366	8.6	16.8	3.872	9.4	19.4
275	1.445	3.9	7.2	1.933	4.7	9.7	2.383	5.4	11.9	3.209	7.8	16.0	3.692	8.6	18.5
300	1.383	3.6	6.9	1.850	4.3	9.3	2.282	4.9	11.4	3.072	7.1	15.4	3.535	7.9	17.7
's' = maximum spacing of supports in metres 'd' = maximum deflection in end span in millimetres 'dp' = allowable deflection ( span / 200 ) in millimetres 'w' = safe working load in kg. Per linear metre

Safe Load Tables are provided in a unique format for easy comparison and cost optimisation.
Load Tables assume an even distribution of load across the width of the ladder fixed in a horizontal plane, and that the loading is similar on at least two or more continuous spans.

For non-uniform loads or spans / loadings outside the scope of the tables, please contact Metstrut for advise.

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