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PERENCANAAN ABUTMENT, PILAR, DAN PONDASI TIANG PANCANG JEMBATAN OVERPASS KAWISREJO PADA PROYEK PEMBANGUNAN JALAN TOL GEMPOL – PASURUAN SEKSI 3B

Royyani, Ami (2019) PERENCANAAN ABUTMENT, PILAR, DAN PONDASI TIANG PANCANG JEMBATAN OVERPASS KAWISREJO PADA PROYEK PEMBANGUNAN JALAN TOL GEMPOL – PASURUAN SEKSI 3B. Bachelors Degree (S1) thesis, University of Muhammadiyah Malang.

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Abstract

Kawisrejo Overpass Bridge aims at connecting between Kawisrejo Village and Sadengrejo Village which is separated by Gempol Highway in Pasuruan, exactly STA 28+036. The establishment of Kawisrejo Overpass Bridge consists of several parts, namely upper and lower structures. The lower structure covers abutment, pillar, and pile cap foundation. Based on the calculation of abutment load A1 caused by the upper structure of the bridge, load analysis of ΣV = 162.567 tons and ΣH = 93.664 tons. The dimension of abutment A1 with the height = 3.50 meters and width = 2.45 meters. The reinforcements used are D25 – 150 and D12 – 200. The diameter of the pile cap at abutment A1 is 0.40 meters with a depth of 22 meters when the total number of pile cap is 12. The load received by pillar P1 caused by the upper structure of the bridge, load analysis of ΣV = 505.094 tons, ΣHx = 285.465 tons, and ΣHy = 101.444 tons. The dimension of pillar P1 with the height = 10.45 meters and width = 6.50 meters. The reinforcements used are D-25 – 125, D12 – 150, 2D25 -50, D16 – 200, D25 – 75, D16 – 200, and D10 – 250. The diameter of the pile cap at pillar P1 is 0.50 meters with a depth of 18 meters when the total number of pile cap is 24.

Item Type: Thesis (Bachelors Degree (S1))
Additional Information: 201410340311266
Uncontrolled Keywords: Abutment, Pillar, Pile cap foundation, Bridge
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Retno Widiyastuti Ika Wijaya
Date Deposited: 15 Apr 2019 03:57
Last Modified: 15 Apr 2019 03:57
URI : http://eprints.umm.ac.id/id/eprint/45881

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