Perhitungan Struktur Kolom pada Proyek Pembangunan Ruko Mitra Junction

Azmi, Muhamad Ulul (2020) Perhitungan Struktur Kolom pada Proyek Pembangunan Ruko Mitra Junction. Project Report. Universitas Internasional Batam. (Submitted)

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Abstract

Pelaksanaan Kerja Praktek merupakan syarat wajib bagi mahasiswa di Universitas Internasional Batam khususnya pada Prodi Teknik Sipil dan Perencanaan. Kegiatan ini bertujuan agar para mahasiswa dapat lebih memahami keterkaitan antara teori yang telah diperoleh dengan kondisi nyata pada proyek. Kegiatan ini dilakukan selama 3 bulan terhitung sejak 6 November 2017 sampai 6 Febuari 2018. Metode pengumpulan data yang dilakukan secara deskriptif, kuantitatif dan kualitatif baik secara langsung ataupun secara tidak langsung yang sesuai dengan peraturan yang berlaku di Indonesia. Hasil Analisis Perhitungan Struktur Kolom didapat bahwa pada Proyek Pembangunan Ruko Mitra Junction ini telah memenuhi syarat yang berlaku di Indonesia. Ukuran kolom yang digunakan berukuran 300 mm x 500 mm dengan jumlah tulangan 12 digunakan diameter 16 mm dan digunakan mutu beton K-250 mampu menahan momen sebesar 248 kNm dengan pembebanan sebesar 2107,60 kN. ********************************************************************** Practical Work Implementation is a mandatory requirement for students at Batam International University, especially in the Department of Civil Engineering and Planning. This activity aims to make students able to better understand the relationship between theories that have been obtained with the real conditions on the project. This activity was carried out for 3 months from 6 November 2017 to 6 February 2018. Data collection methods were carried out descriptively, quantitatively and qualitatively both directly and indirectly in accordance with applicable regulations in Indonesia. The results of the Column Structure Calculation Analysis found that the Mitra Junction Shophouse Construction Project has met the applicable requirements in Indonesia. The size of the column used is 300 mm x 500 mm with the number of reinforcement 12 used a diameter of 16 mm and used the quality of concrete K-250 is able to withstand moments of 248 kNm with a load of 2107.60 kN.

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