联梁悬挑架计算实例完整版

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2、立杆的横距1.05m，立杆的步距1.50m。
采用的钢管类型为483.连墙件采用两步两跨，竖向间距3.0m，水平间距3.0m施工均布荷载为3.0 kN/m2，同时施工。

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6、最新整理联梁悬挑架计算实例docx最新整理联梁悬挑架计算实例 一工程概况及计算依据 临海市中心区商业街13楼,总建筑面积xxx26m2,总共12层,建筑物阁楼层檐口高度为37.47m,外悬挑脚手架分两次悬挑,分别在5.57m和20.07m楼。