EVALUASI KINERJA STRUKTUR BANGUNGAN BERTINGKAT 4 LANTAI KAMPUS AKADEMI KOMUNITAS NEGERI (AKN) PUTRA SANG FAJAR BLITAR DENGAN METODE ANALISIS RESPON SPEKTRUM MENGGUNAKAN APLIKASI STAAD PRO

None Nurjanah, Bahar Rozaqi
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 The calculation method uses the STAAD Pro progam to determine the results of the analysis of the performance of the building’s structure starting from beams, columns, sloof to foundations.
 after the calculation results in a floor slab with a thickness of 12 cm using a 2-way plate system, with K-300 (Fc’) = 24,9 Mpa and steel quality (fy) = 400 Mpa. While the beam is 60 cm x 40 cm, 50 cm x 30 cm, 40 cm x 30 cm, 30 cm x 20 cm with quality concrete K-300 (Fc’) = 24,9. Column size 40 cm x 40 cm and sloof size 60 cm x 30 cm dan 50 cm x 25 cm with quality concrete K-300 (Fc’) = 24,9 lower structure using footplat foundation. From the dimensions above, it is estimated that this reanalysis calculation is more efficient and can reduce project costs.","PeriodicalId":17707,"journal":{"name":"Jurnal Qua Teknika","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2023-09-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Jurnal Qua Teknika","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.35457/quateknika.v13i2.3036","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
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Abstract

Campus Akademi Komunitas Negeri (AKN) Putra Sang Fajar Blitar located on sub-district Sananwetan, Blitar City, this integrated lecture building stands on the land of the former Mardiwaluyo Hospital. The campus building has a total of 4 floors that function as an educational building. The calculation method uses the STAAD Pro progam to determine the results of the analysis of the performance of the building’s structure starting from beams, columns, sloof to foundations. after the calculation results in a floor slab with a thickness of 12 cm using a 2-way plate system, with K-300 (Fc’) = 24,9 Mpa and steel quality (fy) = 400 Mpa. While the beam is 60 cm x 40 cm, 50 cm x 30 cm, 40 cm x 30 cm, 30 cm x 20 cm with quality concrete K-300 (Fc’) = 24,9. Column size 40 cm x 40 cm and sloof size 60 cm x 30 cm dan 50 cm x 25 cm with quality concrete K-300 (Fc’) = 24,9 lower structure using footplat foundation. From the dimensions above, it is estimated that this reanalysis calculation is more efficient and can reduce project costs.
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使用STAAD PRO应用程序进行光谱反应分析
Putra Sang Fajar Blitar校园位于Blitar市Sananwetan街道,这座综合演讲大楼坐落在前Mardiwaluyo医院的土地上。校园建筑共四层,功能为教育建筑。 计算方法采用STAAD Pro程序确定建筑结构从梁、柱、槽到基础的性能分析结果。 计算结果为楼板厚度为12 cm,采用两通板体系,K-300 (Fc′)= 24,9 Mpa,钢质量(fy) = 400 Mpa。而梁为60厘米× 40厘米,50厘米× 30厘米,40厘米× 30厘米,30厘米× 20厘米优质混凝土K-300 (Fc ') = 24,9。柱尺寸为40厘米× 40厘米,槽尺寸为60厘米× 30厘米× 50厘米× 25厘米,采用优质混凝土K-300 (Fc ') = 24,9,下部结构采用脚踏基础。从上面的维度来看,估计这种再分析计算更有效,可以降低项目成本。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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