PERENCANAAN STRUKTUR GEDUNG KOMISI PEMILIHAN UMUM KOTA PALEMBANG
| Main Authors: | RAZAAQ, HANDI, RUSYIDI, M. RIDHO |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2015
|
| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/2758/1/COVER.pdf http://eprints.polsri.ac.id/2758/2/BAB%20I.pdf http://eprints.polsri.ac.id/2758/3/BAB%20II.pdf http://eprints.polsri.ac.id/2758/4/BAB%20III.pdf http://eprints.polsri.ac.id/2758/5/BAB%20IV.pdf http://eprints.polsri.ac.id/2758/6/BAB%20V.pdf http://eprints.polsri.ac.id/2758/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/2758/ |
Daftar Isi:
- Planning Election Commission building structure Palembang guided by several rules, Among others: SNI 03-2847-2013, Procedure for Calculation of Concrete Structures for Buildings. SNI 03-1726-2002, Earthquake Resilience Planning Standards For Building Structures. SNI 03-1727-1989-F, Planning Procedures for Imposition of Building and Home. From the planning of the election commission building in Palembang used pile foundation uk. 25 x 25 cm, the dimensions of the column uk. 25 x 25 cm using 22 mm diameter rebar, beams transverse dimension uk. 25 x 45 cm using 22 mm diameter rebar, beams extending 20 x 45 cm using a diameter of 22 mm, and the thickness of the floor plate and the roof is 110 mm. Based on the calculation of the calculation can be concluded that this structure is stable and safe. Keywords: Planning the structure of the building, Concrete and resilience Earthquake