Horizontal Cladding Arrangements

  • Detail: 3.2m < spans ≤ 6.1m

    Horizontal Cladding Support Layout - 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

    Horizontal Cladding Support Layout - 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

    Horizontal Cladding Support Layout - 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