7QD40 - Grinzi cu sectiune patrata HD 40 cm

Load table of linear trusses

↓ - Center point load
↓ ↓ - Point load at 1/3
↓ ↓ ↓ - Point load at 1/4
↓ ↓ ↓ ↓ - Point load at 1/5
↓↓↓↓↓↓↓↓↓↓↓↓ - Uniformly distributed load

The load table was prepared in accordance with UNI ENV 1999-1-1 (Eurocode9).
When calculating the allowable loads shown in the table, it is assumed that the trusses are simply supported at the end connection and that static loads will be applied to the node points.
The application of the load shall be on the centre line of the truss.
The values shown in the table are the allowable statics loads that can be applied to the truss.
This is the live load or the payload.
The self weight of the truss was taken into account when calculating the values in the table.
It should be noted that these are idealised loading conditions and that the User shall re-analyze the truss for the loading conditions which prevail for the application being considered.

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