RIZIK, AHMAD FARHAN (2024) ANALISIS ULANG STRUKTUR GEDUNG PGN (PERUSAHAAN GAS NEGARA) KAB. SERANG, BANTEN. S1 thesis, Fakultas Teknik Universitas Sultan Ageng Tirtayasa.
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Abstract
Efficiency in structural design is important to optimize the use of materials and costs, while maintaining strength and stability to ensure the safety of the building. With construction design regulations constantly updated, careful and precise planning calculations are crucial. This study identifies overdesign in columns, beams, and foundations of existing buildings, and aims to determine more optimal and efficient dimensions and repetitions, resulting in stronger, more economical, and standard-compliant buildings. The research was conducted in a 4-storey office building with dimensions of 32 x 15,725 meters will be analyzed based on SNI 2847:2019, SNI 1726:2019, and SNI 1727:2020. The analysis was carried out using Microsoft Excel and ETABS. The results of the study showed that there was overdesign in the main column, main beam, and foundation. On a beam of 400mm x 650mm it produces an efficiency of 17.46%. The bending reinforcement requirement results in an efficiency of 21.785%. Meanwhile, the shear reinforcement and middle reinforcement are the same as the initial planning. In a 450mm x 700mm column it produces an efficiency of 16%. For shear reinforcement, an efficiency of 10% is obtained. As for the bending reinforcement, it is the same as the initial planning. In the foundation design, 4 square piles with dimensions of 450mm x 450mm and pilecap dimensions of 2600mm x 2600mm x 500mm with reinforcement requirements for the x direction D22-100 and the y direction D22-125. Resulting in a pilecap volume efficiency of 28.888%.
| Item Type: | Thesis (S1) | |||||||||
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| Additional Information: | Efisiensi dalam desain struktur penting untuk mengoptimalkan penggunaan material dan biaya, dengan tetap menjaga kekuatan dan stabilitas untuk memastikan keamanan bangunan. Dengan peraturan desain konstruksi yang terus diperbarui, perhitungan perencanaan yang teliti dan tepat menjadi krusial. Penelitian ini mengidentifikasi adanya overdesign pada kolom, balok, dan pondasi gedung eksisting, serta bertujuan untuk menentukan dimensi dan penulangan yang lebih optimal dan efisien, sehingga menghasilkan bangunan yang lebih kuat, ekonomis, dan sesuai standar. Penelitian dilakukan pada gedung perkantoran berlantai 4 dengan dimensi 32 x 15,725 meter akan dianalisis berdasarkan SNI 2847:2019, SNI 1726:2019, dan SNI 1727:2020. Analisis dilakukan menggunakan Microsoft Excel dan ETABS. Hasil penelitian menunjukkan terjadi overdesign pada kolom utama, balok utama, dan pondasi. Pada balok 400mm x 650mm menghasilkan efisiensi 17,46%. Kebutuhan tulangan lentur menghasilkan efisiensi 21,785%. Sedangkan tulangan geser dan tulangan tengah sama dengan perencanaan awal. Pada kolom 450mm x 700mm menghasilkan efisiensi sebesar 16%. Untuk tulangan geser didapatkan efisiensi sebesar 10%. Sedangkan untuk tulangan lentur sama dengan perencanaan awal. Pada perancangan pondasi menghasilkan 4 tiang pancang persegi berdimensi 450mm x 450mm dan dimensi pilecap sebesar 2600mm x 2600mm x 500mm dengan kebutuhan tulangan untuk arah x D22-100 dan arah y D22-125. Menghasilkan efisiensi volume pilecap sebesar 28,888%. | |||||||||
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) | |||||||||
| Divisions: | 03-Fakultas Teknik 03-Fakultas Teknik > 22201-Jurusan Teknik Sipil |
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| Depositing User: | Ahmad Farhan Rizik | |||||||||
| Date Deposited: | 11 Sep 2024 09:47 | |||||||||
| Last Modified: | 11 Sep 2024 09:47 | |||||||||
| URI: | http://eprints.untirta.ac.id/id/eprint/41986 |
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