Pub Date : 2016-03-07DOI: 10.36050/berings.v3i1.115
Sukri Herwanto, Tarmizi Tarmizi
The technical planning and renovation of a two-story house in Pelang Kenidai Subdistrict, Dempo Tengah Subdistrict, Pagar Alam is an effort to improve the function and role of a two-story house, so evaluating the use of a two-story house is a first step in careful engineering planning to produce two-storey house design details the right and efficient way to meet the standards set. 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 = 8D14, roof diameter 30 x 15 = 4D12, column diameter 30 X 30 = 6D14, floor plate Ø10 sengkang 100, roof plate Ø10 stirrup 100, stair Ø100 stirrup 100 Analysis is also used by using the Staadpro application, by producing dimensions of 20 x 30 with a span of 4 m able to withstand the working load, the number of reinforcement over 4 D 16, and the bottom support of 2 D 12 and shear reinforcement 16 D 8 c / c 118 mm. On a 20 x 40 beam with a span of 4 m it is able to withstand the working load, the amount of support over 4 D 16, and reinforcement under 2 D 16 and shear reinforcement 11 D 8 c / c 167 mm. a 30 x 30 column with a height of 4 m is able to withstand the working load, the number of staples in the column is reinforced by 8 D 12.
位于Pagar Alam Dempo Tengah街道Pelang Kenidai街道的一栋两层房屋的技术规划和改造是为了改善两层房屋的功能和作用，因此评估两层房屋的使用是仔细工程规划的第一步，以产生两层房屋设计细节的正确和有效的方式来满足设定的标准。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。在这项研究中,分析结果表明,底梁的直径30 x 15 = 8 d14,屋顶直径30 x 15 = 4 d12,立柱直径30 x 30 = 6 d14,底板Øsengkang 100,屋面板Ø10 100年马镫,楼梯Ø100马镫100也使用Staadpro应用程序所使用的分析,通过生产20 x 30的跨维度4 m能够承受工作载荷,钢筋的数量除以4 D 16,底部支撑2d12和抗剪钢筋16d8 c / c 118 mm。在跨度为4米的20 × 40梁上，它能够承受工作载荷，支撑量超过4d16，钢筋低于2d16和剪切钢筋11d8 / c 167毫米。高度为4米的30 × 30柱能够承受工作载荷，柱上的钉钉数量为8d12。
{"title":"Perencanaan Perhitungan Struktur Rumah 2 Lantai Kelurahan Pelang Kenidai Kecamatan Dempo Tengah Pagar Alam","authors":"Sukri Herwanto, Tarmizi Tarmizi","doi":"10.36050/berings.v3i1.115","DOIUrl":"https://doi.org/10.36050/berings.v3i1.115","url":null,"abstract":"The technical planning and renovation of a two-story house in Pelang Kenidai Subdistrict, Dempo Tengah Subdistrict, Pagar Alam is an effort to improve the function and role of a two-story house, so evaluating the use of a two-story house is a first step in careful engineering planning to produce two-storey house design details the right and efficient way to meet the standards set. 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 = 8D14, roof diameter 30 x 15 = 4D12, column diameter 30 X 30 = 6D14, floor plate Ø10 sengkang 100, roof plate Ø10 stirrup 100, stair Ø100 stirrup 100 Analysis is also used by using the Staadpro application, by producing dimensions of 20 x 30 with a span of 4 m able to withstand the working load, the number of reinforcement over 4 D 16, and the bottom support of 2 D 12 and shear reinforcement 16 D 8 c / c 118 mm. On a 20 x 40 beam with a span of 4 m it is able to withstand the working load, the amount of support over 4 D 16, and reinforcement under 2 D 16 and shear reinforcement 11 D 8 c / c 167 mm. a 30 x 30 column with a height of 4 m is able to withstand the working load, the number of staples in the column is reinforced by 8 D 12.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"60 1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2016-03-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"79759980","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-03-07DOI: 10.36050/berings.v3i1.114
Sahiman Sahiman, Fameira Dhiniati
Planning a building must be in accordance with the form and can be useful in its use, and the amount of costs in accordance with the initial calculation. The Budget Plan is planning a building in the form and benefit of its use, along with the necessary costs and implementation arrangements in the field of administration and work implementation in the technical field. The steps taken to calculate the building cost budget plan are identify each existing work item in the project being calculated. In this research the researcher calculates the estimate cost plan with the Bina Marga method, making Work Plan and Terms and time schedule. The research problem formulation is How to calculate the existing budget plan and make a time schedule. The research objective is to calculate the existing estimate cost plan, make a Time Schedule (S Curve) and Work Plan and Terms. The budget plan for the improvement project of Aur Duri - Rantau Unji (a.hotmix) phase III of 2014 is 3.2 km in Pagar Alam City for the general division of Rp. 31,160,000.00, and the total work price of Rp. 1,988,684,545 54, - rounded the amount of Rp. 1,988,684,000.00, -
{"title":"Analisis Rencana Anggaran Biaya Pada Proyek Peningkatan Jalan Aur Duri – Rantau Unji (A.Hotmix) Tahap III Sepanjang 3,2 Km Kota Pagar Alam","authors":"Sahiman Sahiman, Fameira Dhiniati","doi":"10.36050/berings.v3i1.114","DOIUrl":"https://doi.org/10.36050/berings.v3i1.114","url":null,"abstract":"Planning a building must be in accordance with the form and can be useful in its use, and the amount of costs in accordance with the initial calculation. The Budget Plan is planning a building in the form and benefit of its use, along with the necessary costs and implementation arrangements in the field of administration and work implementation in the technical field. The steps taken to calculate the building cost budget plan are identify each existing work item in the project being calculated. In this research the researcher calculates the estimate cost plan with the Bina Marga method, making Work Plan and Terms and time schedule. The research problem formulation is How to calculate the existing budget plan and make a time schedule. The research objective is to calculate the existing estimate cost plan, make a Time Schedule (S Curve) and Work Plan and Terms. The budget plan for the improvement project of Aur Duri - Rantau Unji (a.hotmix) phase III of 2014 is 3.2 km in Pagar Alam City for the general division of Rp. 31,160,000.00, and the total work price of Rp. 1,988,684,545 54, - rounded the amount of Rp. 1,988,684,000.00, -","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"40 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2016-03-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"80180125","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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