Design of steel industrial building with two crane structures is presented. The first part of work is devoted to the crane design. Actions induced by cranes are defined according to standard SIST EN 1991-3. The analysis of the crane supporting structure is made in accordance with standard SIST EN 1993-6. The design includes local stress control, fatigue check for the relevant details and design of typical connections in the crane supporting structure. Actions induced by cranes and other loads, which are important for the building design, are defined in the second part of the work. The global elastic analysis with initial overall geometric imperfection and the second-order theory effect is used for the calculation of internal forces and displacements. Strength and stability control for all structural elements is made. Deflections are checked in the serviceability limit states. Typical connections are calculated and the foundations are defined. The structure is presented with the overall drafts and typical details of the structure are plotted.
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机译：介绍了具有两个起重机结构的钢结构工业建筑的设计。工作的第一部分致力于起重机设计。起重机引起的作用是根据标准SIST EN 1991-3定义的。起重机支撑结构的分析是根据SIST EN 1993-6标准进行的。设计包括局部应力控制，疲劳检查相关细节以及起重机支撑结构中典型连接的设计。在工作的第二部分中定义了由起重机和其他负载引起的作用，这些作用对建筑设计很重要。具有初始整体几何缺陷和二阶理论效应的整体弹性分析用于计算内力和位移。对所有结构元件进行强度和稳定性控制。在可使用性极限状态下检查挠度。计算典型的连接并定义基础。给出了结构的总体草图，并绘制了结构的典型细节。
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