ANALISIS PERBANDINGAN DESAIN PLATE GIRDER PADA JEMBATAN NON-KOMPOSIT ANTARA PERATURAN AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 2017 DENGAN SNI 1729:2015

HIDAYAH, NURUL MUSYAFA ULUL (2020) ANALISIS PERBANDINGAN DESAIN PLATE GIRDER PADA JEMBATAN NON-KOMPOSIT ANTARA PERATURAN AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 2017 DENGAN SNI 1729:2015. S1-Sarjana thesis, Universitas Mercu Buana Jatisampurna.

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Abstract

ABSTRAK Studi ini membahas mengenai analisis perencanaan struktur atas jembatan plate girder nonkompsit menggunakan peraturan AASHTO LRFD Bridge Design Specifications 2017 dibandingkan dengan SNI 1729:2015. Bentang jembatan yang dijadikan obyek studi adalah 40 meter dengan lebar 10 meter. Pada studi ini plate girder di desain berdasarkan code SNI dan code AASHTO, selanjutnya juga diberikan pembebanan sesuai code SNI 1725:2016, dan dalam Analisa struktur menggunakan software CSi Bridge untuk mendapatkan nilai gaya dalam yaitu Gaya Momen (Mu) sebesar 3595.38 kNm dan Gaya Geser (Vu) sebesar 449.9968 kNm. Hasil yang diperoleh dari studi ini adalah plate girder jembatan non-komposit yang dirancang dengan AASHTO LRFD Bridge Design Specifications 2017 dan SNI 1729:2015 diperoleh persyaratan stabilitas kondisi batas kuat pada perencanaan lentur. Kemudian didapat nilai Momen Nominal (ØMn) sebesar 8016.843 kNm untuk AASHTO LRFD Bridge Design Specifications 2017 dan nilai Momen Nominal (ØMn) sebesar 6081.97 kNm untuk SNI 1729:2015. Dari nilai-nilai yang diperoleh dapat disimpulkan bahwa kedua peraturan tersebut menghasilkan perencanaan yang aman dan kuat sebagaimana ketentuan yang berlaku yaitu Momen ( Mu < ØMn ). Kata kunci: girder, AASHTO LRFD Bridge Design Specifications 2017, SNI 1729:2015, nonkomposit, perencanaan lentur ABSTRACT This study aims to the structural design of non-composite plate girders using AASHTO LRFD Bridge Design Specifications 2017 code compared to SNI 1729:2015 code. The span of the bridge used as the object of study is 40 meters with a width of 10 meters. In this study, plate girders are designed based on AASHTO code and SNI code, then also given the loading according to SNI 1725:2016 code, and in the analysis of the structure using CSi Bridge software to get the value of internal forces i.e. Moment Force (Mu) of 3595.38 kNm and Shear Force (Vu) of 449,9968 kNm. The results obtained from this study are the non-composite bridge plate girder designed with AASHTO LRFD Bridge Design Specifications 2017 and SNI 1729: 2015 obtained the stability requirements of strong boundary conditions flexure design. Then obtained Nominal Moment value (ØMn) of 8016,843 kNm for AASHTO LRFD Bridge Design Specifications 2017 and Nominal Moment value (ØMn) of 6081.97 kNm for SNI 1729: 2015. From the values obtained it can be concluded that the two regulations produce a safe and strong plan as per the applicable provisions namely Moment (Mu <ØMn). Keywords: girder, AASHTO LRFD Bridge Design Specifications 2017, SNI 1729:2015, noncomposite, flexure design

Item Type: Thesis (S1-Sarjana)
Call Number CD: FT/SIP 20 011
NIM: 41115320085
Uncontrolled Keywords: girder, AASHTO LRFD Bridge Design Specifications 2017, SNI 1729:2015, nonkomposit, perencanaan lentur
Subjects: 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: Nasruddin Mansyur S.Hum
Date Deposited: 23 Sep 2020 06:41
Last Modified: 23 Sep 2020 06:41
URI: http://repository.mercubuana.ac.id/id/eprint/57261

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