It is possible to obtain ports between the columns from 3 to 10 meters and a loading capacity from 200 up to 1.500 Kg per square meter either with uniform or concentrated distribution of the weight.

The square tubular columns and load bearing beams, IPE type, are projected according to the distance between the columns and the load capacity required. When there are problems with the height of the ceiling, we use reduced beams (HEA type) then the flooring and secondary beams are fitted inside.

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