Development of the Structure of the Jamie Nurul Iman Sukaraja Mosque Building Based on the Needs of Congregation Facilities
DOI:
https://doi.org/10.32832/astonjadro.v12i1.6864Keywords:
structural analysis, mosque building, congregational facilities, budget plan, non-concrete.Abstract
Jamie Nurul Iman Mosque has an area of 208.39 m2, the mosque building currently has limited facilities, such as parking facilities for worshipers who still use the shoulder of the road and ablution facilities and special toilets for men and women must be separated, efforts to complete the facilities for the congregation then it is necessary to develop the building, due to the limited land owned, the development is carried out vertically into three floors. The research was conducted by testing the concrete quality (f'c) of existing columns, beams and slabs, the concrete quality values were obtained sequentially of 13.6 MPa, 11 MPa and 11.2 MPa, then modeled the existing structure using the ETABS application and the results showed that column structure, beams experiencing over strength (O/S) cannot withstand the loads acting on the building, so the existing building structure cannot be used for the development of a new three-story mosque building. The results of the structural analysis of the plan based on SNI obtained the dimensions of the new mosque building with a size of 11.25 meters x 18.8 meters, reinforced concrete structures, non-concrete roofs and enamel domes. The material specifications for the new mosque structure are concrete quality (f'c) 30 MPa, reinforcing steel quality (fy) 400 MPa and 280 MPa (BJTP). Column dimensions are 50x50 cm (first floor), column 40x40 cm (second and third floors), main beam dimensions are 30x60 cm, main beam is 30x50 cm, and child beams are 25x40 cm, floor slab thickness is 15 cm, roof slab is not 13 cm thick. The first floor is equipped with male ablution facilities with an area of 12.51 m2, female ablution facilities with an area of 9.7 m2, toilet facilities with an area of 2.84 m2, and vehicle parking facilities with an area of 99.93 m2. The second floor is equipped with men's prayer facilities with an area of 102.87 m2, book storage facilities with an area of 10.5 m2, logistics facilities with an area of 5.67 m2. The third floor is equipped with women's prayer facilities with an area of 72.9 m2. The budget plan for the construction of a three-story new mosque concrete structure is Rp. 717,990,500.00.
References
Ali Asroni. 2010. Balok dan Pelat Beton Bertulang. Graha Ilmu. Surakarta.
Ali Asroni. 2010. Kolom Fondasi Balok T Beton Bertulang. Graha Ilmu. Surakarta.
Badan Standarisasi Nasional, 2019. Persyaratan Beton Struktural untuk Bangunan Gedung dan Penjelasan, SNI 2847-2019. BSN. Jakarta.
Badan Standarisasi Nasional, 2019. Tata Cara Perencanaan Ketahanan Gempa untu Struktur Bangunan Gedung dan Nongedung, SNI 1726-2019. BSN. Jakarta.
Badan Standarisasi Nasional, 2019. Beban Desain Minimum dan Kriteria Terkait Untuk Banguan Gedung dan Struktur Lain, SNI 1727-2020. BSN. Jakarta.
Departemen Pekerjaan Umum. 1983. Pedoman Perencanaan Pembebanan untuk Rumah dan Gedung (PPURG) 1983, Jakarta: Yayasan Badan Penerbit PU. http://rsa.ciptakarya.pu.go.id/2021/, diakses 03 Mei 2021.
Lesmana, Yudha, 2020. Handbook Analisa dan Desain Struktur Tahan Gempa Beton Bertulang (SRPMB, SRPMM, dan SRPMK) Berdasarkan SNI 2847-2019 & SNI 1726-2019. Makasar.
Lesmana, Yudha, 2020. Handbook Prosedur Analisa Beban Gempa Struktur Bangunan Berdasarkan SNI 1726-2019. Makassar.
Lesmana, Yudha, 2020. Handbook Desain Struktur Beton Bertulang Berdasarkan SNI 2847-2019. Makasar.
Muhamad Lutfi, Ersa, 2021. Evaluation Of Sekolah Islam Terpadu (Sit) Aliya Bogor Building Structure System Based On The Requirements Of Sni 2847:2019. Jurnal Rekayasa Sipil ASTONJADRO, 8 (2), pp. 87-96.
Muhamad Lutfi, Erwin Rusandi, 2019. Evaluasi Struktur Bangunan Ruko Akibat Penambahan Beban Atap Berupa Mini Tower. Jurnal Rekayasa Sipil ASTONJADRO, 8 (2), pp. 87-96.
Muhamad Lutfi, Rulhendri, R, 2020. Studi Perencanaan Gedung Parkir Sepeda Motor Di Area Fakultas Teknik dan Sains Universitas Ibn Khaldun Bogor. Jurnal Komposit, 4(1), 19-26.
Muhamad lutfi, Nurul Chayati, Asrul Adriansyah, 2022. Structural Development Of Mosque Building Based On Additional Capacity Of Prayer Room. Astonjadro: CEAESJ, 11(1).
Gatut Susanta, Choirul Amin, Rizka Kautsar. 2007. Membangun Masjid dan Mushola. Penebar Swadya. Depok.
Rahmawati, Nur & Suharyani. 2013, "Kenyamanan Ruang Dalam Masjid dan Pembentukan Generasi Islam”, Universitas Muhammadiyah Surakarta pp 1-10.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2022 ASTONJADRO
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Paper submitted to ASTONJADRO is the sole property of the Astonjadro Journal. Unless the author withdraws the paper because he does not want to be published in this journal. The publication rights are in the journal Astonjadro.ASTONJADRO
LICENSE
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Based on a work at http://ejournal.uika-bogor.ac.id/index.php/ASTONJADRO