Beograd : Univerzitet u Beogradu, Arhitektonski fakultet
Abstract
This paper presents the technical solution of gable roof structure, formed from timber
truss members in LKV system. The basic element of roof structure is simply supported
gabled trapezoidal beam member, with span of 19.30 m. Due to the conditions of
transport, structural member was formed from several parts, which are joined together at
the construction site. The spatial stability of the structure is achieved by braces against
the wind and by braces for stiffening