PERENCANAAN JEMBATAN RANGKA BAJA SUNGAI ENIM TENGAH KABUPATEN MUARA ENIM SUMATERA SELATAN

N.H, IRVINDHA SELLA and RACHMANITA, WINDY (2016) PERENCANAAN JEMBATAN RANGKA BAJA SUNGAI ENIM TENGAH KABUPATEN MUARA ENIM SUMATERA SELATAN. Other thesis, POLITEKNIK NEGERI SRIWIJAYA.

[img] Text
COVER .pdf

Download (614kB)
[img] Text
BAB I.pdf

Download (11kB)
[img] Text
BAB II.pdf

Download (943kB)
[img] Text (BAB III Perhitungan Konstruksi)
BAB III.pdf
Restricted to Repository staff only

Download (6MB)
[img] Text (BAB IV Manajemen Proyek)
BAB IV.pdf
Restricted to Repository staff only

Download (1MB)
[img] Text
BAB V.pdf

Download (14kB)
[img] Text
DAFTAR PUSTAKA.pdf

Download (7kB)
[img] Text (Daftar Notasi)
LAMPIRAN.pdf

Download (2MB)

Abstract

Enim Tengah River bridge construction in Jl. Desa Cahaya Alam to Jl. Desa Sagamit/Danau Gerak Muara Enim was rebuilt a bridge that had been there earlier had been destroyed by the floods. The bridge is one of the road to central office in MuaraEnim . To tackle this situation has department of public works Bina Marga district Muara Enim rebuild bridges to can serve access vehicle traffic to the into the region. In planning design this bridge, the things that become a reference in planning covering: calculation plate the floor vehicles, sidewalk, ralling, girder transverse, elastomer, shear conector, main frame , bond the wind upon/and the bottom, plate them, the wings , an abutment and foundation. From the calculation the above colaction, EnimTengah Bridge district Muara Enim using vehicle floor plate thickness of 0,3 m with a pavement width of 1 m height 0,5 m. The above calculation, the Enim Tengah River Bridge segment Jl. Desa Cahaya Alam to Jl. The village Sagamit/Danau Gerak Muara Enim uses floor plate thickness of 0.3 m, width of sidewalks 1 m and a height of 0.5 m with backrest pipe φ 5.08 cm (2 inches), girder transverse using WF 800 x 300 x 16 x 30, the main frame using WF profile 400 x 400 x 45 x 70, the dimensions of the abutment with a 4m wide and 10 m long and 5,85 m high. Calculation of Budget Planis based on a calculation the quantity of jobsbuilding work, the price of da wages in 2016. In order to obtain a fee of Rp 7.056.505.000.The implementation of this bridge construction steel frame with a duration of 186 days of work.

Item Type: Thesis (Other)
Uncontrolled Keywords: Jembatan, rangka, baja
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Civil Engineering > Undergraduate Theses
Depositing User: Mrs Trisni Handayani
Date Deposited: 26 Jul 2017 09:14
Last Modified: 26 Jul 2017 09:14
URI: http://eprints.polsri.ac.id/id/eprint/3775

Actions (login required)

View Item View Item