Horizontal Cladding Arrangements

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.) mSafe working loads (kN) on PJR and HCS
PressureSuctionspan/150
1.619.6713.1533.36
1.817.4811.6826.36
2.015.7410.5221.35
2.214.309.5617.64
2.413.118.7614.82
2.618.079.9315.51
2.816.789.2213.37
3.015.668.6111.65
3.214.688.0710.24
3.413.827.599.07
3.613.057.178.09

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

Download our purlin technical manual for more information.