Studi Perencanaan Pondasi Tiang Pancang Pada Gedung Rumah Susun Sewa Universitas Hasyim Ashari Cukir Jombang
| Main Author: | Darussalam, Darussalam |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2019
|
| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/54386/1/1.%20pendahuluan.pdf http://eprints.umm.ac.id/54386/2/2.%20bab%201.pdf http://eprints.umm.ac.id/54386/3/3.%20bab%202.pdf http://eprints.umm.ac.id/54386/5/4.%20bab%203.pdf http://eprints.umm.ac.id/54386/4/5.%20BAB%204.pdf http://eprints.umm.ac.id/54386/6/8.%20BAB%205.pdf http://eprints.umm.ac.id/54386/7/lampiran.pdf http://eprints.umm.ac.id/54386/ |
Daftar Isi:
- The building development is currently growing and can’t be separated from the structural problem of the building itself. Good structural stability is one of eligibility condition of a building. High building will have high upper structure that need to be suspend by foundation. When designing a foundation, the combination of dead load, live load and earthquake load from upper structure need to be considered which based on SNI 03-1726-2012, the soil condition need to be considerated too. By adjusting the depth of soil, pile foundation planned square with dimension 30cm×30cm based on standard penetration test at point BH-1. According calculation of the value pile foundation support is 40.4 ton in one pile with the highest settlement is 0.00125 m. Pile foundation is planned to be used 8 primary reinforcement with diameter 10mm with brace 8mm every 100mm distance. Pile cap with thickness 0.5m planned to be use reinforcement with brace 19mm every 100mm distance.