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.) 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.