title: PERENCANAAN ULANG STRUKTUR JEMBATAN WAY MAGNAY DI RUAS JALAN KRUI-BIHA KABUPATEN PESISIR BARAT
creator: SUSANTO, .
subject: 620 Ilmu teknik dan ilmu yang berkaitan
subject: 720 Arsitektur
description: Jembatan Way Magnay merupakan jembatan beton bertulang bentang 2 x 25 m sebagai penghubung antara Krui–Biha Kabupaten Pesisir Barat. Jembatan way magnay memiliki lebar 6,42 m dengan lebar jalur lalu lintas 4,5 m. Dasar pembebanan yang digunakan dalam perencanaan ulang jembatan ini adalah SNI 1725-2016 dan beban gempa menggunakan peraturan SNI 2833-2016. Berdasarkan perhitungan yang telah dilakukan, diperoleh penulangan pelat lantai kendaran menggunakan tulangan lentur D16 – 75 mm sedangkan tulangan bagi dipakai D10 – 295 mm. Gelagar melintang diperoleh tulangan pokok 4D25 dan tulangan geser Ø10 -350 mm. Gelagar memanjang diperoleh tulangan lentur 20D34, tulangan tekan 8D32, tulangan geser Ø22 – 150 mm dan tulang susut 4D29. untuk pile cap abutmen diperoleh tulangan lentur arah x D25 – 130 mm, tulangan lentur arah y D25 – 150 mm, tulangan geser arah x Ø19 – 130 mm dan tulangan susut D22 – 150 mm, Rim diperoleh tulangan lentur D32 – 80 mm dan tulangan susut D25 – 90 mm, Back wall diperoleh tulangan lentur D22 – 200 mm dan tulangan susut D22 – 85 mm, sedangkan untuk pondasi tiang pancang diperoleh tulangan pokok 4D13 dan tulangan geser spiral Ø12 – 50 mm dengan jumlah 10 tiang.    Kata kunci : Perencanaan ulang jembatan, jembatan beton bertulang, Way Magnay    Way Magnay Bridge is a reinforced concrete bridge span 2 x 25 m as liaison between Krui – Biha Regency West Coast . Way magnay bridge have width 6.42 m with traffic lane width 4.5 m. Base the load used in redesign of this bridge is SNI 1725-2016 and load earthquake use SNI regulations 2833-2016. Based on calculations that have been done , obtained reinforcement plate floor vehicle use flexural reinforcement D16 – 75 mm whereas reinforcement for used D10 – 295 mm. Girder transverse obtained main reinforcement 4D25 and reinforcement shear Ø10 -350 mm. Girder elongated obtained flexural reinforcement 20D34, reinforcement press 8D32, shear reinforcement Ø22 – 150 mm and shrink reinforcement 4D29. for pile cap abutments obtained flexural reinforcement direction x D25 – 130 mm, flexural reinforcement y direction D25 – 150 mm, shear reinforcement direction x Ø19 – 130 mm and shrink reinforcement D22 – 150 mm, Rim obtained flexural reinforcement D32 – 80 mm and shrink reinforcement D25 – 90 mm, Back wall obtained flexural reinforcement D22 – 200 mm and shrink reinforcement D22 – 85 mm, meanwhile for Foundation pole stake obtained main reinforcement 4D13 and shear spiral reinforcement Ø12 – 50 mm with total 10 piles  Keywords : Redesign bridge , Reinforced concrete bridge , Way Magnay  
publisher: FAKULTAS TEKNIK
date: 2023-04-13
type: Skripsi
type: NonPeerReviewed
format: text
identifier: http://digilib.unila.ac.id/70855/1/ABSTRAK%20%28ABSTRACT%29.pdf
format: text
identifier: http://digilib.unila.ac.id/70855/2/SKRIPSI%20FULL.pdf
format: text
identifier: http://digilib.unila.ac.id/70855/3/SKRIPSI%20TANPA%20BAB%20PEMBAHASAN.pdf
identifier:   SUSANTO, .  (2023) PERENCANAAN ULANG STRUKTUR JEMBATAN WAY MAGNAY DI RUAS JALAN KRUI-BIHA KABUPATEN PESISIR BARAT.  FAKULTAS TEKNIK, UNIVERSITAS LAMPUNG.     
relation: http://digilib.unila.ac.id/70855/