MOCHAMAD YOGA SYAPUTRA, NIM.112018078 (2022) PERENCANAAN STRUKTUR ATAS JEMBATAN BETON PRATEGANG (PRESTRESS CONCRETE BRIDGE) MENGGUNAKAN METODE BIM 3D. Skripsi thesis, Universitas Muhammadiyah Palembang.

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Abstract

The Prestress Concrete Bridge is designed using the BIM method with PC-I girder type (Prestress Concrete I) and this plan consists of girders, tendons, diaphragms, bridge floor plates, and parapets. This plan includes 3 variations of the structure of the bridge that differ in the dimensions of the girder with a span length of 35.8 m, a distance between girders 2.4 m, and a bridge width of 15 m. The quality of the concrete used in the girders and diaphragms is 8000 psi or 55.16 Mpa, and on the bridge floor slab is 4500 psi or 31.03 Mpa. Calculations on the superstructure of the bridge use the Midas Civil 2019 V1.1 application analysis and empirical calculations, the Midas Civil 2019 V1.1 application uses the ACI209.2R-08 and AASHTO LRFD regulations while the empirical calculations use the SNI 1725:2016 regulations. The analysis that will be carried out on each bridge variation are: Construction stage analysis, stiffness analysis and loading combinations (forming element stiffness and load matrices), static analysis (static analysis), live load analysis (moving load analysis). The design of the upper structural elements of the bridge uses the shop drawings of PT. Hutama Karya (PERSERO). The results of the calculation of the loading on the superstructure of the bridge are its own weight (MS), additional dead weight (MA), moving load (MV), brake force (TB), wind load (EW), earthquake load (EQ), moment on the girder, moment moving load, and maximum moment. The moment force on the girder with empirical calculations is 3.304,23 kN-m and the Midas Civil 2019 V1.1 application is 3.206,14 kN-m with a percentage difference of 2,97% and the maximum moment force strength I with empirical calculations is 29.883,19 kN- m and the Midas Civil 2019 V1.1 application of 29.444,40 kN-m with a percentage difference of 0.28%.

Item Type:	Thesis (Skripsi)
Additional Information:	1. Muhammad Arfan, S.T.,M.T 2. Mira Setiawati, S.T.,M.T
Uncontrolled Keywords:	Bridge, Building Information Modeling (BIM), Application analysis, Empirical, Girder.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) T Technology > TG Bridge engineering Teknik Sipil > Teknik Struktural Teknik Sipil > teknik jembatan
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	07 Jun 2022 03:12
Last Modified:	07 Jun 2022 03:12
URI:	http://repository.um-palembang.ac.id/id/eprint/21223

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