PERENCANAAN STRUKTUR BETON BERTULANG SRPMM DENGAN KATEGORI DESAIN SEISMIK C SESUAI DENGAN PERATURAN SNI 1726 2012 DAN SNI 2847 2013
| Main Author: | Mulkaromah, Dini Fitri |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | ind |
| Terbitan: |
, 2015
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| Subjects: | |
| Online Access: |
https://eprints.untirta.ac.id/10287/1/PERENCANAAN%20STRUKTUR%20BETON%20BERTULANG%20SRPMM.pdf https://eprints.untirta.ac.id/10287/ |
Daftar Isi:
- Indonesia including areas with the highest risk of earthquakes which is quite high. It’s due to the territory of indonesia in between three tectonic plates that are active, so that in the planning of reinforced concrete structure had to adjust the rules SNI 1726 2012 and SNI 2847 2013 the new substitute of SNI 1726 2002 and SNI 2847 2002 that it’s no longer relevant with the structure when this. This research analyse comparison of reinforced concrete structure desain SRPMM with category of desain C seismik to research aim to determine the strory drift, modes of structures and base shear due to lateral load with building model 9 floor planned to use program of ETABS v9. Checking at structure dimension and structure geometry ( Design Preliminary) along with detailed reinforcement each of structural element based. Analyse encumbering at structure with giving of burden of lateral gravitation burden and according to PPPURG 1987 ( Guidance Of Planning Of Encumbering For the House of and Building). Result of which is obtained from analysis at reinforced concrete structure of SRPMM with KDS C, the main column dimensions of 600 x 600 mm, restating column element : especial bone :12D22, bone shifting fulcrums : 3D13 - 100 mm, bone shift field : 3D13 - 200 mm. Restating element of joint: horizontal bone: 3D13 - 140 mm. Beam dimension of 300 x 600 mm, restating at beams element : especial bone of fulcrums: 8D19 (top) , 3D19 ( bottom), especial bone field: 3D19 (top), 4D19 (bottom), bone shift fulcrums: 2D10-75, bone shift field: 2D10-125, bone of Torsi: 2D10.