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<note>Pada Umumnya pembangunan gedung di Indonesia masih menjadikan beton konvensional menjadi pilihan yang lebih banyak digunakan dibanding dengan beton pracetak. Dimana beton konvensional seluruh elemen pada konstruksi bangunan dilakukan dilokasi proyek. Berbeda dengan metode konvensional metode pracetak seluruh elemen seperti kolom, balok, dan pelat dibuat terlebih dahulu dipabrik atau hasil pabrikasi lalu dibawa ke lokasi proyek untuk dipasangkan. Studi ini, penulis menggunakan data dari proyek pembangunan Gedung Kuliah Bersama Kampus II UIN Sunan Gunung Djati Bandung untuk bangunan konvensional dan mendesain kembali untuk bangunan pracetak dengan mutu yang sama. Maka didapatkan keandalan struktur dan waktu pelaksanaan pada setiap metode pelaksanaan bangunan tersebut.</note>
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