PRACOWNIA PROJEKTOWA | MARIAN BURZAK | PRACOWNIA
2007 _ ZARMEN FPA FORGE PLANT in Zdzieszowice
The structural design of 192x91m in plan and 15-18m height industrial building:
- there is a beam-column steel structure of 4-spans /26.8 - 21.0 - 23.7 - 18.6m/ and 2 overhead cranes of various /15-50 tons/ capacity in each of them
- in 12m spacing along the longitudinal axis, the built-up columns of two HEB200 in 1.50m distance with single lacing of IPE200 have been designed to the runway beam level above which the column makes the single HEB200
- the simple 12m runway beams have been designed without ribs as the rolled steel sections of varies height i.e. HE700B -900B -1000B according to crane loads.
- the 1.8m depth N-girders of HEB200 chords and web profiles IPE200
- the 12m purlins in 3.1m spacing which was reduced in zones of exceptional snow drift; the upper chord - cold-formed square hollow section 120/4, and 40/2.5 of the lower chords and web
- there is a beam-column steel structure of 4-spans /26.8 - 21.0 - 23.7 - 18.6m/ and 2 overhead cranes of various /15-50 tons/ capacity in each of them
- in 12m spacing along the longitudinal axis, the built-up columns of two HEB200 in 1.50m distance with single lacing of IPE200 have been designed to the runway beam level above which the column makes the single HEB200
- the simple 12m runway beams have been designed without ribs as the rolled steel sections of varies height i.e. HE700B -900B -1000B according to crane loads.
- the 1.8m depth N-girders of HEB200 chords and web profiles IPE200
- the 12m purlins in 3.1m spacing which was reduced in zones of exceptional snow drift; the upper chord - cold-formed square hollow section 120/4, and 40/2.5 of the lower chords and web