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The laminated wood load bearing structureconsists of arches hinged at three points and curved to the shape of the project design. The arches consist of laminated wood - woodstrips machined and comb-jointed and glued ontop of each other with special glues according to special gluing standards. The laminated wood arches are connected toeach other by struts also made from laminatedfir timber. The struts and arches are joined using >

Deformation limits:Maximum deviation on operating load = Span/300Maximum deviation on total load = Span/200 Maximum deviation for secondary framing = Span/200 LAMINATED WOOD CONSTRUCTION IMPERMEABLE MEMBRANE COVER > The load bearing structure consists of pre-fabricated, glued, laminated woodcomponents. The permitted stresses and deformation are calculated on the basis of the type of wood and the type of glue specified in Table 6 of the standard DIN 1052. The wood strips making up the laminated components are Class II fir in compliance with the guidelines of the standard DIN...