Proceedings of The International Conference on Environmental and Technology of Law, Business and Education on Post Covid 19, ICETLAWBE 2020, 26 September 2020, Bandar Lampung, Indonesia

Research Article

Redesign of Al-Murqoniyah Vocational High School, Hambalang (Case Study: SMK Al-Murqoniyah, Hambalang)

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  • @INPROCEEDINGS{10.4108/eai.26-9-2020.2302769,
        author={Era Agita Kabdiyono},
        title={Redesign of Al-Murqoniyah Vocational High School, Hambalang (Case Study: SMK Al-Murqoniyah, Hambalang)},
        proceedings={Proceedings of The International Conference on Environmental and Technology of Law, Business and Education on Post Covid 19, ICETLAWBE 2020, 26 September 2020, Bandar Lampung, Indonesia},
        publisher={EAI},
        proceedings_a={ICETLAWBE},
        year={2020},
        month={12},
        keywords={reinforced concrete structure redesign reinforcement analysis},
        doi={10.4108/eai.26-9-2020.2302769}
    }
    
  • Era Agita Kabdiyono
    Year: 2020
    Redesign of Al-Murqoniyah Vocational High School, Hambalang (Case Study: SMK Al-Murqoniyah, Hambalang)
    ICETLAWBE
    EAI
    DOI: 10.4108/eai.26-9-2020.2302769
Era Agita Kabdiyono1,*
  • 1: Department of Civil Engineering, Faculty of Engineering and Informatics, University Dian Nusantara, West Jakarta, Jakarta, Indonesia
*Contact email: era.agita.k@undira.ac.id

Abstract

The purpose of this research is to redesign the structure of the school building of the Al-Murqoniyah Vocational High School using the code SNI 1726-2012 and SNI 2847-2013. It will be planned with 2-storey using bearers moment frame system with structural modeling using 3-dimensional portal with the help of the program ETABS 2013 version. This study is used to evaluate the feasibility of existing buildings or new building designs or referred to as redesign. SMK Al – Murqoniyah’s building is designed with a reinforced concrete structure. The amount of reinforcement obtained from the analysis results for plate (t=120 mm) reinforcement is used D10-100 reinforcement for each support and field, the beam structure uses 3D13 flexural reinforcement in the compressive area and 3D13 in the tensile area, with the stirrup distance on the supports is D10-100 in the area. supports and D10-150 in the field area, as well as for (200X400 mm), column bending reinforcement 10D16 and D10-100 stirrups are used in the support area and D10-150 reinforcement in the field area. Based on the results of the analysis that has been carried out using the assistance of a structural analysis program, it can be stated that the structural elements of this building are safe in analysis and the structure of the Al-Murqoniyah Vocational School learning building has been planned according to the applicable design rules.