Master`s thesis addresses problem of stressed skin design of one storey steel buildings. The first part deals with different structural systems, where stressed skin design is used to provide the horizontal stiffness. The stiffness is provided by the profiled sheeting that is the main structural element in the roof structure. There are two cases described. The first one, where the profile sheeting is fastened to the rafter and second one, where the sheeting is fastened to the purlins. Further on, the details are described that are relevant for diaphragm bearing capacity. The second part deals with an example of single storey steel building, where the stressed skin design is performed. The plan of the building is 20 by 45 meters. Ten frames are placed in the short direction. The stressed skin design is described according to publication ECCS (ECCS, 1995) and according to Höglund (Höglund, 2002). The profiled sheeting was also used as the support to prevent lateral buckling of the rafters. The design of fasteners and the interaction between main frames and profiled sheeting is presented. The objective was to achieve low weight of the structure.
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机译：硕士论文解决了一层钢结构建筑的受力蒙皮设计问题。第一部分处理不同的结构系统，其中应力蒙皮设计用于提供水平刚度。刚性是由异型板提供的，异型板是屋顶结构中的主要结构元素。描述了两种情况。第一个将轮廓片固定在the子上，第二个将轮廓片固定在pur条上。此外，描述了与膜片承载能力有关的细节。第二部分介绍了单层钢结构建筑的示例，其中进行了受力蒙皮设计。建筑物的平面图是20 x 45米。短边放置十帧。根据出版物ECCS（ECCS，1995）和根据Höglund（Höglund，2002）描述了受压的皮肤设计。成型的薄板还用作支撑物以防止after的横向屈曲。介绍了紧固件的设计以及主框架与异型板之间的相互作用。目的是实现结构的轻量化。
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