巴淡岛大学Bunda Halimah医院钢框架结构规划

Edi Indera
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摘要

巴淡大学Bunda Halimah医院的结构规划采用钢框架结构,规划包括计算作用在结构上的荷载,即恒载、活载的形式,不考虑地震荷载。在本达哈利玛医院的结构规划中,柱子的高度高达23.5米。利用ETABS程序分析建筑结构规划的过程。以1984年印尼钢结构建筑荷载规定和SNI钢为指导,对柱、梁、板的尺寸进行了分析计算。根据1984年印度尼西亚钢结构建筑规划条例的荷载计算结果,该建筑采用WF 250x250x9x14kg/m的子梁,WF主梁300x300x10x15kg/m, WF建筑柱350x350x12x19kg /m,屋顶采用厚度为100mm的D8 - 200mm钢筋混凝土板,地板采用厚度为120mm的D8 - 200mm钢筋混凝土板。
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The Structural Planning of Bunda Halimah Hospital Universitas Batam Using Steel Frame Construction
The structural planning of the Bunda Halimah Hospital Universitas Batam uses steel frame construction, planning includes calculating the load acting on the structure, namely in the form of dead loads, living loads, not taking into account earthquake loads. The height of the column in the planning of the Structure of the Bunda Halimah Hospital, is as high as 23.5 m. The process of analyzing the planning of building structures using the ETABS program. Guided by the Indonesian Steel Building Loading Regulations 1984 and SNI steel, to analyze the calculation of the dimensions of columns, beams and plates. The results of the loading calculation based on the Indonesian Steel Building Planning Regulations of 1984 were obtained for this building using WF 250x250x9x14kg/m child beams, WF Main Beams 300x300x10x15kg/m, WF building columns 350x350x12x19 kg/m, and using concrete plates for roofs with a thickness of 100 mm of D8 – 200 mm reinforcement and concrete plates for floors with a thickness of 120 mm of D8 - 200 mm reinforcement.  
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