{"title":"计划一个基于2000年SAP计划的自然围栏城市规划结构","authors":"Jenny Suwa Muda, M. Gumilar, Fameira Dhiniati","doi":"10.36050/berings.v4i02.133","DOIUrl":null,"url":null,"abstract":"Building construction has a structural component of beams, columns, and plates. Realize a building structure that is able to withstand the loads that work on the building, it is necessary to select the right type of structural materials such as steel strutur, concrete structure and composite structure. The goals of research to obtain the dimensions of beams, columns and plates capable of withstanding loads that worked planning building structure. The analysis of the calculation of dimensions of beams, columns and plates using SAP 2000 program applications that are safe or capable of carrying the planned load of columns 1 and 2 floors using WF 350 x 350 x 12 x 19 and for floors 3 and 4 using WF 300 x 300 x 10 x 15 with BJ 37 steel quality. 1, 2, 3 and 4 floor beams use WF 200 x 150 x 9 x 16 with BJ 37 steel, and 1, 2, 3 and 4 floor plates using K300 Concrete with 12 cm thick BJTS steel quality 30 Ø12 distance of 20 cm (two layers).","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"8 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2017-10-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Perencanaan Struktur Gedung Kantor Dishub Kota Pagar Alam Berbasis Program SAP 2000\",\"authors\":\"Jenny Suwa Muda, M. Gumilar, Fameira Dhiniati\",\"doi\":\"10.36050/berings.v4i02.133\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Building construction has a structural component of beams, columns, and plates. Realize a building structure that is able to withstand the loads that work on the building, it is necessary to select the right type of structural materials such as steel strutur, concrete structure and composite structure. The goals of research to obtain the dimensions of beams, columns and plates capable of withstanding loads that worked planning building structure. The analysis of the calculation of dimensions of beams, columns and plates using SAP 2000 program applications that are safe or capable of carrying the planned load of columns 1 and 2 floors using WF 350 x 350 x 12 x 19 and for floors 3 and 4 using WF 300 x 300 x 10 x 15 with BJ 37 steel quality. 1, 2, 3 and 4 floor beams use WF 200 x 150 x 9 x 16 with BJ 37 steel, and 1, 2, 3 and 4 floor plates using K300 Concrete with 12 cm thick BJTS steel quality 30 Ø12 distance of 20 cm (two layers).\",\"PeriodicalId\":17796,\"journal\":{\"name\":\"JURNAL ILMIAH BERING'S\",\"volume\":\"8 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2017-10-09\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"JURNAL ILMIAH BERING'S\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.36050/berings.v4i02.133\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"JURNAL ILMIAH BERING'S","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.36050/berings.v4i02.133","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
建筑结构由梁、柱和板组成。实现一个建筑结构能够承受工作在建筑上的荷载，有必要选择合适的结构材料类型，如钢结构、混凝土结构和复合结构。研究的目的是获得梁、柱和板能够承受荷载的尺寸，用于规划建筑结构。使用SAP 2000程序应用程序对梁、柱和板的尺寸进行分析计算，这些尺寸可以安全或能够承受1层和2层柱的计划载荷，使用WF 350 x 350 x 12 x 19, 3层和4层使用WF 300 x 300 x 10 x 15，使用BJ 37钢材质量。1、2、3和4层楼板采用wf200 × 150 × 9 × 16和bj37钢，1、2、3和4层楼板采用K300混凝土，12厘米厚BJTS钢质量30 Ø12距离20厘米(两层)。
Perencanaan Struktur Gedung Kantor Dishub Kota Pagar Alam Berbasis Program SAP 2000
Building construction has a structural component of beams, columns, and plates. Realize a building structure that is able to withstand the loads that work on the building, it is necessary to select the right type of structural materials such as steel strutur, concrete structure and composite structure. The goals of research to obtain the dimensions of beams, columns and plates capable of withstanding loads that worked planning building structure. The analysis of the calculation of dimensions of beams, columns and plates using SAP 2000 program applications that are safe or capable of carrying the planned load of columns 1 and 2 floors using WF 350 x 350 x 12 x 19 and for floors 3 and 4 using WF 300 x 300 x 10 x 15 with BJ 37 steel quality. 1, 2, 3 and 4 floor beams use WF 200 x 150 x 9 x 16 with BJ 37 steel, and 1, 2, 3 and 4 floor plates using K300 Concrete with 12 cm thick BJTS steel quality 30 Ø12 distance of 20 cm (two layers).
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