Analisa Struktur Balok dengan Metode Momen (Studi Kasus: Proyek Pembangunan Grand Mall Batam)
Abstract
The Grand Mall Batam Development Project with number of stories 30 and 1 basement. Footing Plan of this project using bore pile. Observations are made at the project construction site for data collection for 3 months in 2018. The beams used are dimensins of B350 x 750 dimensions with a top reinforcement of 6D20 mm, 2D12 mm for center reinforcement, 3D20 mm for bottom reinforcement and D10-200 mm for diameter distance. The calculation of the beam starts with the planning data on the beam structure analysis, namely Concrete Quality 29 Mpa (K-350), Screw 500 Mpa and Plain Iron 260 Mpa. The loading on the beam is carried out in the field that work, the child beam and the main beam with details of dead load, live load, factored load. On the main reinforcement of the beam, the moment is calculated, namely the moment of the field, the moment of support and the moment of the plan. Based on the calculation of loading on the beam, the deflection value is 0.01709 m. Calculation of stirrup reinforcement on the beam where the required distance is 254.0073 mm and a distance of 200 mm is taken with an iron diameter of 10 mm. So the calculation of the main reinforcement of beam and stirrup reinforcement is in the Safe category.
References
[2] Asroni, A. 2010. Kolom Fondasi dan Balok T Beton Bertulang, Yogyakarta: Graha Ilmu.
[3] Wahyudi, L. 1997. Struktur Beton Bertulang, Jakarta: Gramedia Pustaka Utama.
[4] Kusumo, T. 2012. Studi Analisis Pertemuan Balok Kolom Berbentuk T Struktur Rangka Beton Bertulang dengan Pemodelan Strut and Tie, Bandung: Universitas Kristen Maranatha.
[5] Kriswanto, D. 2015. Perencanaan Struktur Plat Beton Bertulang untuk Rumah Tinggal 3 Lantai, Semarang: UNESS.
[6] Budi, Gatot S. 2018. Pengujian Kuat Tarik dan Modulus Elastisitas Tulangan Baja. Jurnal Teknik Sipil UNTAN Vol. 11 No. 01 Tahun 2018.
[7] Wior, Cristian E. 2015. Kajian Kuat Beton dan Kuat Tarik Baja Tulangan Gedung Teknik Unversitas Samratulangi Pasca Kebakaran. Jurnal Sipil Statik Vol. 3 No. 4 Tahun 2015.
[8] SK SNI 03-2847-2002. Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung, Jakarta: Badan Standardisasi Nasional.
[9] SK SNI 2847-2013. Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta: Badan Standardisasi Nasional.
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Authors who publish in UJMC (Unisda Journal of Mathematics and Computer Science) agree to the following terms:
1.Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License (CC BY-SA 4.0) that allows others to share the work with an acknowledgment of the work's authorship and initial publication in this journal.
2.Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
3.Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work.
