PERENCANAAN PONDASI TIANG BOR (BORE PILE) PADA PROYEK PEMBANGUNAN GEDUNG RAWAT INAP RSUD dr. M.YUNUS KOTA BENGKULU
| Main Author: | Wulandari, Dita Putri |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2019
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/50512/43/PENDAHULUAN.pdf http://eprints.umm.ac.id/50512/2/BAB%20I.pdf http://eprints.umm.ac.id/50512/3/BAB%20II.pdf http://eprints.umm.ac.id/50512/4/BAB%20III.pdf http://eprints.umm.ac.id/50512/5/BAB%20IV.pdf http://eprints.umm.ac.id/50512/6/BAB%20V.pdf http://eprints.umm.ac.id/50512/7/LAMPIRAN.pdf http://eprints.umm.ac.id/50512/ |
Daftar Isi:
- The development in the field of the building sector is overgrowing. Its contruction cannot be separated frrom accuracy of the planning of the building, including the foundation . This foundation needs a calculation of load calculation of load combination , including dead loads, live loads and earthquake loads based on SNI 03-1732-2012 using statistic analysis through the supporting aplication. To build the doundation pole drill also needs to observe the characteristics of soil and the load on the structure of building. This foundation is planned to have 50cm diameters and formed pile group through fitting the depht of hard soil into the result of boaring data log DB-1. From this calculation , it is found bearing capacity of the soil the single pile foundation is 63.889 tons per pile . Based on this data , the most significant decrease is 0.0678m . The width of Pile Cap is 0.8 m and uses a reinforcement of 19 mm diameters and space of 100 mm. The foundation of pole drill use main reinforcement with diameters of 19mm including 8 stirrup reinforcement with a diameter of 13 mm for every 150 mm length of pole drill.