STUDI PERENCANAAN ULANG PORTAL DENGAN MENGGUNAKAN BETON BERTULANG PADA GEDUNG POLITEKNIK BATAM BERDASARKAN SNI 03 – 2847 – 2002 DAN SNI 03 – 1726 – 2002
| Main Author: | PRATAMA, RAFLI YUNIANTO |
|---|---|
| Format: | Thesis NonPeerReviewed |
| Terbitan: |
, 2012
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/15208/ |
Daftar Isi:
- Building Politeknik Of batam was build using reinforced concrete structure consisted of 8 floors. The main problem in building Politeknik of batam was how to design the major element (roof plate, floor plate, beam, column) with SNI 03 – 2847 – 2002 and SNI 03 – 1726 – 2002 for earthquake equation. Static equation used software computer program, to get force and moment worked in every portal planned. Resalte, Floor secondary beam dimension 200/400 supported reinforced and field reinforced used 6 D 16. For secondary roof dimension 350/700 used supported reinforced 6 D 19 and field reinforced used 6 D 19. Secondary floor beam dimension 350/700 supported reinforced 6 D 19 and field reinforced 6 D 19. For the main beam direction of the reinforced used 3 D 25, Supported reinforced used 7 D 25 and supported reinforced used 2 D 25. The secondary beam direction of field reinforced used 4 D 25, supported reinforced used 8 D 25 and supported reinforced used 3 D 25. In column planning used column dimension 500 x 500 used reinforced 12 D 28.