Case Study

Timber Apartment Complex in Brescia, Italy

Timber Apartment Complex in Brescia, Italy

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is about l x w x h = 20 m x 16 m x 13 m. The walls consist of cross- lami nated timber with a thickness of 10 cm. The floors have been built with glued-laminated timber ele- ments of the strength grade GL 24 h. The downstand beams have been design ed with either steel or timber, depend ing on the span width and loading. Building owner A.L.E.R. Azienda Lombarda per l‘Edilizia Residenziale di Brescia www.aler.brescia.it General contractor Rubner Objektbau GmbH www.rubner.com/en Architect 5+1AA S.R.L. www.5piu1aa.com Project engineer for structural calculations I2 Ingegneria Srl Genova, Italy Structural analysis for timber structures Rubner Holzbau AG www.rubner.com/en Software Dlubal Software GmbH www.dlubal.com The four building units of the apartment complex in Bresc

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