Analisa Perhitungan Perencanaan Gedung Perkantoran STT Pagar Alam Dengan Metode Manual Dan Staad Pro 2007

Ardi Sudeni, Tarmizi Tarmizi
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Abstract

Office building planning Pagar Alam Technology College is one of the efforts to improve the function and role of office buildings. The selection of structural materials to be used for certain buildings is influenced by the height and span of the structure, availability of materials in the market, foundation conditions, local building regulations and architectural considerations. The frame building system consists of horizontal elements (beams), vertical (columns) and floor plates. Tall building frames can be viewed geometrically as a sum of portal frames. In this study, the results of the analysis showed that the diameter of the floor beam 30 x 15 = 8 D 14, roof diameter 30 x 15 = 4 D 12, column diameter 30 X 30 = 6 D 14, floor plate Ø 10 sengkang 100, roof plate Ø 10 sengkang 100, ladder Ø 100 sengkang 100. The analysis uses the 2007 pro station which produces the dimensions of the roof beam 20 x 30, beam dimensions 20 x 40, column 30 x 30 number of reinforcement 8 D 12
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用手工和Staad Pro 2007进行生物围栏办公楼规划的计算分析
办公楼规划是帕格阿拉姆科技学院为提高办公楼功能和作用所做的努力之一。某些建筑物使用的结构材料的选择受结构的高度和跨度、市场上材料的可用性、基础条件、当地建筑法规和建筑考虑因素的影响。框架建筑系统由水平构件(梁)、垂直构件(柱)和楼板组成。高层建筑框架在几何上可以看作是门框的总和。在本研究中,分析结果表明,楼板梁直径30 × 15 = 8d14,屋顶直径30 × 15 = 4d12,柱直径30 × 30 = 6d14,楼板Ø 10胜康100,屋顶板Ø 10胜康100,梯子Ø 100胜康100。分析使用2007 pro station,生成屋梁尺寸为20 × 30,梁尺寸为20 × 40,柱尺寸为30 × 30,配筋数为8d12
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