Brihaspati and Dr. Ir. Wisnumurti, MT. and Ir.Ananda Insan Firdausy, ST.MT,M.Sc. (2021) Analisis Kuat Rencana Elemen Lentur Gedung Laboratorium Kebencanaan Teknik Sipil Universitas Brawijaya Menggunakan SNI 2847:2019,. Sarjana thesis, Universitas Brawijaya.
Abstract
Sertifikat Laik Fungsi (SLF) bangunan gedung merupakan sertifikat tanda bukti bahwa bangunan gedung tersebut telah teruji kelaikan teknis sesuai dengan fungsi bangunan. Bangunan gedung yang telah dibangun sesuai dengan Izin Mendirikan Bangunan (IMB) perlu diuji kelaikan terlebih dahulu sebelum bangunan gedung tersebut dapat digunakan. Sertifikat Laik Fungsi (SLF) diterbitkan oleh pemerintah atas dasar Izin Mendirikan Bangunan (IMB) dan hasil pemeriksaan persyaratan kelaikan teknis sesuai fungsi bangunan. Namun, beberapa kondisi yang dapat mempengaruhi kesukaran mendapatkan SLF yang sering terjadi di Indonesia, seperti probelamatika pendetailan desain, pelaksanaan konstruksi, atau penambahan dan pengurangan tulangan dalam proses konstruksi. Kondisi-kondisi tersebut dapat memunculkan probabilitas kekuatan gedung yang telah dibangun jauh lebih kecil daripada kekuatan rencana hasil perhitungan perencanaan. Sedangkan untuk mendapatkan SLF bangunan gedung dibutuhkan analisis untuk mengetahui kuat nominal berdasarkan peraturan terbaru yang berlaku. Pada kajian ini, objek yang akan digunakan dalam analisis adalah Gedung Laboratorium Kebencanaan Teknik Sipil Universitas Brawijaya dengan mengambil fokus pada elemen lentur struktur. Pembahasan ini dilakukan dengan menganalisis kuat lentur nominal dari elemen lentur berdasarkan SNI 2847:2019. Hasil analisis gedung Laboratorium Kebencanaan Teknik Sipil Universitas Brawijaya menunjukkan bahwa kapasitas penampang elemen lentur terkecil pada kapasitas momen lapangan dan tumpuan positif sebesar 14058272,38 Nmm dan negatif sebesar 13639059,96 Nmm. Sedangkan kapasitas penampang elemen lentur terbesar pada kapasitas momen lapangan dan tumpuan positif sebesar 310906692,24 Nmm dan negatif sebesar 299025901,3 Nmm. Hasil analisis juga menunjukkan regangan baja terkecil yang terjadi sebesar 0,0056 yang dapat memberikan kesimpulan bahwa penampang elemen lentur pada Gedung Laboratorium Kebencanaan Teknik Sipil Universitas Brawijaya dapat dikategorikan sebagai penampang terkontrol tarik dengan nilai faktor reduksi (Ø) sebesar 0,9. Kata kunci: Elemen Lentur, kapasitas momen nominal, regangan, SNI 2847: 2019
English Abstract
Function Worthy Certificate (SLF) for building is a certificate of proof that the building has been tested for technical feasibility in accordance with the function of the building. Buildings that have been built in accordance with the Building Permit (IMB) need to be tested for feasibility before the building can be used. Function Worthy Certificate (SLF) is issued by the government on the basis of a Building Permit (IMB) and the results from tests of feasibility requirements according to the function of the building. However, there are several conditions that can affect the difficulty to obtain SLF that often occurs in Indonesia, such as detailed design problems, construction process issues, or the addition and reduction of steel reinforcement in the process of construction. These conditions can give rise to the probability, the strength of the building that has been built is much smaller than the strength of the designed calculation. Meanwhile, to get the SLF for buildings, analysis is needed to determine the nominal strength based on the latest applicable standard. In this research, the object that will be used is the Disasters Laboratory Building of Civil Engineering Department, Brawijaya University by focusing on the flexural members of the structure. This research is carried out by analyzing the nominal flexural strength of the flexural members based on SNI 2847:2019. The analysis results of the Disasters Laboratory Building of Civil Engineering Department, Brawijaya University show that the smallest nominal moment capacity of the flexural members in positive condition is 14058272.38 Nmm and negative is 13639059.96 Nmm. While the largest moment capacity in positive condition is 310906692.24 Nmm and negative is 299025901.3 Nmm. The analysis results also show that the smallest steel strain that occurs is 0.0056 which can give the conclusion that the cross section of the flexural members in the Disaster Laboratory Building Department of Civil Engineering, Brawijaya University can be categorized as a tensile controlled section with a reduction factor value (Ø) of 0.9.
Other obstract
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| Item Type: | Thesis (Sarjana) |
|---|---|
| Identification Number: | 0521070173 |
| Uncontrolled Keywords: | Kata kunci: Elemen Lentur, kapasitas momen nominal, regangan, SNI 2847:2019. |
| Subjects: | 600 Technology (Applied sciences) > 624 Civil engineering |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | yulia Chasanah |
| Date Deposited: | 28 Dec 2021 03:22 |
| Last Modified: | 12 Jul 2022 02:38 |
| URI: | http://repository.ub.ac.id/id/eprint/186979 |
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