ANALYSIS AND DESIGN STRUCTURE OF BUILDING OFFICE AND ADMINISTRATIVE AL-BAHJAH CIREBON

Rama Bhakti Wibawa, Ari Firmanto
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Abstract

ABSTRACT Al-Bahjah is a formal and non-formal educational institution that combines general education with Al-Quran which is located on PangeranCakrabuana Street,Sumber, Cirebon District. The construction of Building Officeand Administration Al-Bahjah is indispensable as a center for management and administration. The planning of the Building Office and Administrative Al-Bahjah has a floor size of 30 m x 14 m with 5 floors of structure and building height of 19.60 m. The building structure is designed with reference to SNI 1727 - 2013, PPIUG 1987, SNI 2847 - 2013 and SNI 1726 - 2012.The static equivalent analysis method is used in analyzing earthquakes. The structure lies in the class of medium land sites (SD) and is included in the type D Seismic Design Category, so the earthquake force on the structure is planned using a configuration of the structure of the Special Moment Resisting Frame (SMRF).ETABS v9.6 structure analysis program is used to help structure modeling and calculate internal forces acting on the structure, with the material used is concrete f'c 25 Mpa, reinforcementfy 400 Mpa and fy 240 Mpa. Keyword: SNI 1727-2013, PPIUG 1987, SNI 2847-2013, SNI 1726-2013, Seismic Design Category D,Lateral Equivalent Analysis, SMRF, ETABS v9.6.0
办公行政大楼结构分析与设计
Al-Bahjah是一所将普通教育与《古兰经》相结合的正规和非正规教育机构,位于Cirebon区Sumber的PangeranCakrabuana街。作为管理和行政中心,巴哈大厦的建设是必不可少的。Al-Bahjah办公和行政大楼的规划面积为30米× 14米,结构为5层,建筑高度为19.60米。建筑结构参照SNI 1727 - 2013、PPIUG 1987、SNI 2847 - 2013和SNI 1726 - 2012进行设计。地震分析采用静力等效分析方法。该结构属于中型场地(SD),属于D类抗震设计类别,因此使用特殊弯矩抗框架(SMRF)结构的配置来规划结构上的地震力。使用ETABS v9.6结构分析程序进行结构建模和计算作用在结构上的内力,所用材料为混凝土f'c 25 Mpa,钢筋400 Mpa和f'c 240 Mpa。关键词:SNI 1727-2013, PPIUG 1987, SNI 2847-2013, SNI 1726-2013,抗震设计D类,横向等效分析,SMRF, ETABS v9.6.0
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