Wahyu Fajar, Ilham (2023) PERENCANAAN ULANG BANGUNAN GEDUNG STRUKTUR BAJA SESUAI DENGAN SNI 1729:2020 (Studi Kasus: Gudang Penyimpanan PT. Wilmar Padi Indonesia). S1 thesis, UNIVERSITAS SULTAN AGENG TIRTAYASA.
![[img]](https://eprints.untirta.ac.id/style/images/fileicons/text.png) |
Text
IlhamWahyu Fajar_3336180075_Fulltext.pdf Restricted to Registered users only Download (20MB) |
|
Text
IlhamWahyu Fajar_3336180075_01.pdf Restricted to Registered users only Download (22MB) |
|
Text
IlhamWahyu Fajar_3336180075_02.pdf Restricted to Registered users only Download (22MB) |
|
Text
IlhamWahyu Fajar_3336180075_03.pdf Restricted to Registered users only Download (22MB) |
|
Text
IlhamWahyu Fajar_3336180075_04.pdf Restricted to Registered users only Download (22MB) |
|
Text
IlhamWahyu Fajar_3336180075_05.pdf Restricted to Registered users only Download (21MB) |
|
Text
IlhamWahyu Fajar_3336180075_06.pdf Restricted to Registered users only Download (22MB) |
|
Text
IlhamWahyu Fajar_3336180075_Ref.pdf Restricted to Registered users only Download (22MB) |
|
Text
IlhamWahyu Fajar_3336180075_Lamp.pdf Restricted to Registered users only Download (22MB) |
|
Text
IlhamWahyu Fajar_3336180075_CP.pdf Restricted to Registered users only Download (24MB) |
Abstract
The steel structure is a combination of iron and carbon which has the advantage of strength in carrying high tensile and compressive forces without the need for large volumes. The main topic of discussion lies in the re-planning of the warehouse building with a steel structure. This study aims to determine the stiffness of existing building structures against earthquake loads according to SNI 1726-2019. Knowing the cross-sectional capacity of the existing structure due to loading according to SNI 1726-2019 and SNI 1729-2020. The re-planning of the warehouse building is based on SNI 1729-2020, SNI 1726-2019, SNI 1727-2020, SNI 2847- 2019, and SNI 7860-2020. Upper structure analysis using ETABS software and control using manual calculations with the help of the excel program. The results showed that the value of the shear force, displacement during the earthquake and the value of the cross-sectional capacity of the existing steel structure were declared safe and meet the standard requirements of SNI 1726:2019 and SNI 1729:2020.
| Item Type: | Thesis (S1) | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| Contributors: |
|
|||||||||
| Additional Information: | Struktur baja merupakan perpaduan antara besi dan karbon yang mempunyai kelebihan kekuatan memikul gaya tarik dan tekan yang tinggi tanpa membutuhkan volume yang besar. Pokok pembahasan terletak pada perencanaan ulang bangunan gudang dengan struktur baja. Penelitian ini bertujuan untuk mengetahui kekakuan struktur bangunan eksisting terhadap beban gempa sesuai SNI 1726-2019. Mengetahui kapasitas penampang struktur eksisiting akibat pembebanan sesuai SNI 1726-2019 dan SNI 1729-2020. Perencanaan ulang bangunan gudang ini didasari SNI 1729-2020, SNI 1726-2019, SNI 1727-2020, SNI 2847-2019, SNI 7860-2020, dan SNI 7972-2020. Analisa struktur atas menggunakan software ETABS serta kontrol menggunakan perhitungan manual. Hasil penelitian menunjukkan bahwa nilai gaya geser, simpangan pada gempa dan nilai kapasitas penampang struktur eksisting pada baja dinyatakan aman dan memenuhi standar persyaratan SNI 1726-2019 dan SNI 1729-2020. | |||||||||
| Uncontrolled Keywords: | Warehouse Planning, Steel Structure, Earthquake Perencanaan Gudang, Struktur Baja, Gempa | |||||||||
| Subjects: | Communication > Science Journalism Communication > Communication (General) |
|||||||||
| Divisions: | 03-Fakultas Teknik 03-Fakultas Teknik > 22201-Jurusan Teknik Sipil |
|||||||||
| Depositing User: | Mr Ilham Wahyu Fajar | |||||||||
| Date Deposited: | 07 Aug 2023 16:55 | |||||||||
| Last Modified: | 16 Aug 2023 11:39 | |||||||||
| URI: | http://eprints.untirta.ac.id/id/eprint/27814 |
Actions (login required)
 |
View Item |