All loading data is based on calculations per EN-1999-1-1 and the following assumptions:

• Static loads only.
• Spans supported or suspended at both ends.
• Triangle trusses solely used apex-up, apex-down.
• 2 chords truss to be placed upright, supported from top chord and loaded from bottom chord.
• Truss spans can be constructed of elements of different length.

• Interaction between bending moment and shear force considered.
• Self-weight of truss is already considered.
• Assembled truss systems need an individual structural calculation. Please contact Sixty82 or a structural engineer.
• Read the manual before use.
• Higher loading can be allowed depending on the truss configuration