PERENCANAAN JEMBATAN BETON PRATEGANG SUNGAI KUNGKU KABUPATEN MUSI RAWAS PROVINSI SUMATRA SELATAN
| Main Authors: | Putra, Ari Okta , Fadholy, Jodi Yusuf |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2014
|
| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1274/1/Cover.pdf http://eprints.polsri.ac.id/1274/2/BAB%20I.pdf http://eprints.polsri.ac.id/1274/3/BAB%20II.pdf http://eprints.polsri.ac.id/1274/4/BAB%20III.pdf http://eprints.polsri.ac.id/1274/5/BAB%20V.pdf http://eprints.polsri.ac.id/1274/6/BAB%20V.pdf http://eprints.polsri.ac.id/1274/7/Daftar%20pustaka.pdf http://eprints.polsri.ac.id/1274/ |
Daftar Isi:
- The bridge is located in South Sumatera Musi Rawas at Sungai Kungku in plantation area, it is a bridge that functioned for increase transportation services and also economic welfare righteous of people that exist in amoung the bridge. The bridge has span along 35 meters and wide 9,90 meters and supported by 2 bridge head. it has 5 longitudinal girder with spacing between girder to girder 1,85 meters. The main structure of bridge is a Prestress Concrete I Girder (PCI), with postension method and quality of concrete K-500. Because of the plate of floor used reinforced concrete construction insitu method, so it will be composite action between the precast beam and slab cast in place. As for the construction of abutments are also planned using reinforced concrete insitu method. Based on the test results sondir, the competent soil layer found in depth of 10,40 meters and 10,80 meters. The location of competent soil layer is relative deep, so that pile foundation is used to exploit the carrying capacity of the soil friction and shear stress beneath a blanket around the pile foundation. The Analysis within this construction calculation uses RSNI T-02-2005 (Standard Loading For The Bridge) and RSNI T-12-2004 (Standard Concrete For The Bridge Plans). Besides planning the bridge, the analysis of bridge also uses some literature as a source for referency. Based on calculation results, this project will cost Rp. 5,475,525,000.00 to end within 145 work days. Key words: Transportation and economy, Bridge, Prestress