PERENCANAAN ULANG BANGUNAN TAHAN GEMPA MENGGUNAKAN SISTEM RANGKA PEMIKUL MOMEN KHUSUS (SPRMK) BERDASARKAN SNI 1726:2012 (Studi Kasus Gedung Fakultas Ekonomi dan Bisnis Islam Universitas Islam Negeri Sunan Ampel Surabaya)
| Main Author: | Khariri, Moh Zahir |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2019
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/54039/5/PENDAHULUAN.pdf http://eprints.umm.ac.id/54039/1/BAB%20I.pdf http://eprints.umm.ac.id/54039/2/BAB%20II.pdf http://eprints.umm.ac.id/54039/3/BAB%20III.pdf http://eprints.umm.ac.id/54039/4/BAB%20IV.pdf http://eprints.umm.ac.id/54039/6/LAMPIRAN.pdf http://eprints.umm.ac.id/54039/ |
Daftar Isi:
- Building in Faculty of Business and Islamic Economics, Sunan Ampel State Islamic University Surabaya is a reinforced concrete structures, which was redesign with special moment frame system as its lateral force resistance system and implementing strong column weak beam concept. This building is originally asymmetric, but in this study, dilatation system was used to make it symmetric. The design of earthquake-resistant buildings planning was based on SNI 1726 : 2012, while for the design of concrete structure was referring to SNI 2847: 2013, and the load analysis was based on SNI 1727: 2013. In this building, the steps taken are to study the initial plan drawing and data from the building. Then, it continued with imposed load to the structure and analyzed the structure using Staadpro v8i application. Based on the planning, the floor plate was around 120 mm thick and the roof plate thickness was 100 mm. Both of the plate was reinforced using steel reinforcement of ø10. The result of beams dimension and and reinforcement was: beams dimension was 300/500 with D16 longitudinal reinforcement and ø10 stirrups, and the beams dimension was 300/600 and 400/700, which using was D25 longitudinal reinforcement with ø10 stirrups. Then, the column was designed with dimensions of 700/700 and 600/600, and used D25 as longitudinal reinforcement with ø10 stirrups and also used D16 diameter as column confinement. The building was separated with dilatation of 100 mm.