Open AccessSTUDI PERENCANAAN JEMBATAN CUMPLENG DENGAN METODE PRATEKAN DI KEC. SLAHUNG KABUPATEN PONOROGO
Author(s) -
Adi Susanto,
Yosef Cahyo,
Sigit Winarto
Publication year - 2018
Publication title -
jurnal manajemen teknologi dan teknik sipil
Language(s) - English
Resource type - Journals
ISSN - 2621-7686
DOI - 10.30737/jurmateks.v1i2.375
Subject(s) - precast concrete , structural engineering , bridge (graph theory) , beam (structure) , engineering , abutment , girder , box girder , span (engineering) , beam bridge , prestressed concrete , civil engineering , medicine
In planning Cumpleng Bridge in Slahung Subdistrict, Ponorogo Regency with an overall span of 30 meters, the overall width of the bridge is 4.20 meters and the width of the pavement is 3.50 meters. Considering the Cumpleng Bridge is one of several bridges in the development area of the Slahung District. This bridge has an important meaning as a liaison between Slahung Village and Galak Village, so that it is expected to facilitate traffic flow and improve economic development and development in the region.In this planning study we use a calculation method to calculate the backrest and backrest, vehicle floor, main girder and abutment / lower building. The results of the planning of the bridge include: planning of the backpost, floor of the vehicle, main beam and transverse beam. The main beam uses post tensile composite prestressed concrete (post-tensioning with height, 1.10 meters, concrete quality (fc) 40 Mpa, consisting of 2 tendons using type VSL 12 with strands of 10 pieces and other buildings using concrete ordinary bone).Keywords / keywords: Concrete, Voltage, Precast and Cross Section.