PERENCANAAN ULANG STRUKTUR BETON BERTULANG PADA BANGUNAN ATAS DENGAN MENGGUNAKAN SISTEM RANGKA PEMIKUL MOMEN BERDASARKAN SNI 1726:2012 (Studi Kasus Gedung FISIP Universitas Muhammadiyah Sidoarjo)
| Main Author: | Arisakti, Inggied Victoriza Putri |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2019
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/51265/1/PENDAHULUAN.pdf http://eprints.umm.ac.id/51265/2/BAB%20I.pdf http://eprints.umm.ac.id/51265/3/BAB%20II.pdf http://eprints.umm.ac.id/51265/4/BAB%20III.pdf http://eprints.umm.ac.id/51265/5/BAB%20IV.pdf http://eprints.umm.ac.id/51265/6/BAB%20V.pdf http://eprints.umm.ac.id/51265/7/LAMPIRAN.pdf http://eprints.umm.ac.id/51265/ |
Daftar Isi:
- Indonesia is region with high level of earthquake risk because Indonesia is among the four active tectonic systems. FISIP building of Sidoarjo university is an area that has earthquake moderate potential. Thefore, in the planning of earthquake resistant building construction, a reinforced concrete building will be planned by the Special Moment Resisting Frame System method. Special Moment Resisting Frame System (SMRFS) is one of the earthquake barriers that have reinforcement requirements on beam-column joints in tall buildings. The reinforcement requirements can affect overall building performance by receiving earthquake loads. The plan of FISIP building of the Muhammadiyah University Sidoarjo guided by SNI 1726: 2012. As a result, the planning obtained by the value of the main direction drift ratio of 0,0015 < 0,0025. The main beam planning on the positive pillar used reinforcement of 6 D 25, negative pillar 4 D 25 and stirrups Ø 10 - 250 mm, non-main on positive pillar used reinforcement of 3 D 22, negative pillar 2 D 22 and stirrups Ø 10 - 200 mm. The main column in the column is 16 D 25 and stirrup Ø 10 - 300 mm. In this study, the restraint reinforcement used in the column of 4 D 16 with a distance of 150 mm. The length of the area gives a restraint of 1.77 m.