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PERENCANAAN ULANG BANGUNAN GUDANG DENGAN STRUKTUR BAJA SESUAI SNI 1729:2020 (Studi Kasus : Gudang Penyimpanan 2 PT. Sapta Warna Cemerlang II)

Hanina, Sheema (2023) PERENCANAAN ULANG BANGUNAN GUDANG DENGAN STRUKTUR BAJA SESUAI SNI 1729:2020 (Studi Kasus : Gudang Penyimpanan 2 PT. Sapta Warna Cemerlang II). S1 thesis, UNIVERSITAS SULTAN AGENG TIRTAYASA.

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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 SAP2000v24 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:
ContributionContributorsNIP/NIM
Thesis advisorSoelarso, Soelaros198010012008121004
Thesis advisorBaehaki, Baehaki198705082015041001
Additional Information: Struktur baja merupakan perpaduan antara besi dan karbon yang mempunyai kelebihan kekuatan memikul gaya tarik dan tekan yang tinggi tanpa membutuhakan volume yang besar. Pokok pembahasan terletak pada perencanana 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 SAP2000vv24 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 > 22201-Jurusan Teknik Sipil
03-Fakultas Teknik
Depositing User: Sheema Hanina nina
Date Deposited: 27 Jul 2023 16:12
Last Modified: 28 Jul 2023 14:30
URI: http://eprints.untirta.ac.id/id/eprint/27195

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