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Example 5: Stepped Beam with Multiple Load Combinations

机译:示例5:具有多种载荷组合的阶梯梁

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摘要

A simply supported stepped beam having multiple disturbed regions is designed. The beam, consisting of a 3'-5" (1041 mm) cantilever span and a 16-10" (5131 mm) back-span, is required to support an intensive green roof on the tenth floor of a 14-story office building. The cantilever and part of the back-span support the roof. The remainder of the back-span is 16 ft (406 mm) deeper and supports the office floor. The beam is subjected to tributary area loads from the green roof and the offices. A spandrel beam is indirectly supported on the cantilever section of the stepped beam. Since the disturbed regions at the column supports, indirect support, and at the step render the majority of the beam as disturbed, the entire beam is designed using strut-and-tie models in accordance with Appendix A of ACI318-08. This design example considers multiple load combinations resulting in different strut-and-tie truss analysis models.
机译:设计了具有多个受干扰区域的简单支撑的阶梯梁。该梁由3'-5“(1041 mm)的悬臂跨度和16-10”(5131 mm)的后跨度组成,用于支撑14层办公楼第十层的密集绿色屋顶。悬臂和后跨的一部分支撑屋顶。其余的后跨部深度为16英尺(406毫米),可支撑办公室地板。梁从屋顶和办公室承受支流区域的载荷。跨接梁间接地支撑在阶梯梁的悬臂部分上。由于柱支撑,间接支撑和台阶处的受干扰区域使大部分梁受到干扰,因此,根据ACI318-08附录A,使用撑杆式模型设计了整个梁。本设计示例考虑了多种荷载组合,从而得出了不同的拉杆-桁架桁架分析模型。

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