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The following table applies provided that the truss is secured against lateral buckling every 1.0 m. The load may only be applied on the bottom chord!
The following table applies in case the truss is held only at the ends.
Tüv certification only valid for loading table above.
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The values are characteristic according to Eurocode (European standards). Partial safety factors (1,35/1,5) are considered.
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Interaction of internal forces at connector are considered.
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The table data have no limitation of deflection.
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The loads are only valid for static loads. The system is perfect and secured against lateral bucking.
All static systems, other than single spans, need an individual structural calculation. Please contact a structural engineer.
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The self-weight of the truss system is considered.
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Loading figures are only valid for single spans with supports at both ends.
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The deflection is calculated for a single truss spann.
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Load application occurs directly in the nodes and both framework sides are loaded equally.
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The values are only valid for the single span girders analysed here. Complex structures are not covered by this!
Read the manual before assembling, using and loading the truss.
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Ø50x2mm
Ø16x2mm
290x50mm
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