Horizontal Cladding Arrangements

Detail: 3.2m < spans ? 6.1m

* Maximum heights indicated are based on a total cladding weight of 15kg/m2 on elevation. For heavier claddings, the maximum height may be derived on a pro-rata basis.

Detail: 6.1m < spans ? 10.1m

* Maximum heights indicated are based on a total cladding weight of 15kg/m2 on elevation. For heavier claddings, the maximum height may be derived on a pro-rata basis.

Detail: 10.1m < spans ? 15m

* Maximum heights indicated are based on a total cladding weight of 15kg/m2 on elevation. For heavier claddings, the maximum height may be derived on a pro-rata basis.

Safe Working Loads on PJR and HCS

Span (rail crs.) m	Safe working loads (kN) on PJR and HCS
Pressure	Suction	span/150
1.6	19.67	13.15	33.36
1.8	17.48	11.68	26.36
2.0	15.74	10.52	21.35
2.2	14.30	9.56	17.64
2.4	13.11	8.76	14.82
2.6	18.07	9.93	15.51
2.8	16.78	9.22	13.37
3.0	15.66	8.61	11.65
3.2	14.68	8.07	10.24
3.4	13.82	7.59	9.07
3.6	13.05	7.17	8.09

PJR gauge up to 2.5m span = 1.6mm, otherwise 2.0mm

Download our purlin technical manual for more information.

Contact Information

voestalpine Metsec plc Purlins & Side Rails

Tel: +44 (0) 121 601 6000

Fax: +44 (0) 121 601 6065