NUR NAHDLO JAYANTO, DIMO (2018) Menghitung Ulang Struktur Jembatan Rangka Baja Kali Keruh Pelompong Kabupaten Brebes - Kecamatan Sirampong. Undergraduate thesis, Universitas Islam Sultan Agung.
![[img]](http://repository.unissula.ac.id/style/images/fileicons/text.png) |
Text
Cover.pdf Download (823kB) |
|
Text
Abstrak.pdf Download (23kB) |
|
Text
Publikasi.pdf Download (694kB) |
|
Text
Daftar Isi.pdf Download (106kB) |
|
Text
Bab I.pdf Download (46kB) |
|
Text
Bab II.pdf Restricted to Registered users only Download (516kB) |
|
Text
Bab III.pdf Restricted to Registered users only Download (29kB) |
|
Text
Bab IV.pdf Restricted to Registered users only Download (5MB) |
|
Text
Bab V.pdf Restricted to Registered users only Download (13kB) |
|
Text
Daftar Pustaka.pdf Download (45kB) |
|
Text
Lampiran.pdf Download (4MB) |
Abstract
Dalam rangka memenuhi dan menunjang kebutuhan transportasi pada Kabupaten kediri akan merealisasikan pembangunan jembatan dimana kebutuhan jembatan di kawasan tersebut sudah sangat mendesak, diharapkan dapat mengangkat perekonomian masyarakat terutama wilayah Brebes Selatan, dimana selama ini warga Kabupaten Brebes selalu bergantung pada sarana penyebrangan alternatif berupa tambangan perahu atau harus memutar jauh melewati jembatan yang berada di tengah kota Brebes. Standar perencanaan jembatan dengan menggunakkan baja WF 400x400x13x21, WF 400x300x10x16, WF 800x300x14x26, WF 800x300x14x26, WF 400x400x13x21. mengacu pada SNI 1726:2012 dan SNI 2874:2013 untuk mendapatkan struktur jembatan tahan gempa yang lebih baik. Tahapan analisis dan desain strukur jembatan dengan menggunakkan software komputer diantaranya, SAP2000 dan Microsoft Excel. Berdasarkan hasil analisis dan perhitungan, didapatkan hasil, berat maksimal sebesar 13.846,23 lebih kecil dari berat ijin sebesar 41.297,14 dengan itu ditanyatan jembatan ini aman. Maka dapat disimpulkan bahwa jembatan tersebut memenuhi syarat keamanan struktur. Kata Kunci : Struktur Jembatan, Baja WF, Hasil Perhitungan ABSTRAK MENGHITUNG ULANG STRUKTUR JEMBATAN RANGKA BAJA KALI KERUH PELOMPONG KABUPATEN BREBES - KECAMATAN SIRAMPOG Oleh : ARDI DIA ALHAQ DIMO NUR NAHDLO J 30201403701 30201403741 In order to satisfy and support the needs of transportation Kabupaten Brebes will realize the construction of the bridge which needs a bridge in the area have very desperate stretch of Brantas River that flows from the Kecamatan Purwoasri, Kabupaten to Kras, Kediri have not have a connecting bridge. expected by the existence can lift the economy of the community, especially the South, where it is Known as Brebes Regency residents always rely on alternate means of defection of “tambangan” boat or have to rotate far past the bridge that is situated in the middle of Brebes. Bridge planning standards using steel WF 400x400x13x21, WF 400x300x10x16, WF 800x300x14x26, WF 800x300x14x26, WF 400x400x13x21. refers to SNI 1726: 2012 and SNI 2874: 2013 to get a better earthquake resistant bridge structure. Stages of analysis and design of bridge structures using computer software include SAP2000 and Microsoft Excel. Based on the results of the analysis and calculation, the results showed that the maximum weight of 13,846.23 was less than the permit weight of 41,297.14 with that the bridge was asked to be safe. Then it can be concluded that the bridge meets the structural safety requirements. Keywords: Bridge Structure, WF Steel, Calculation Results
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Teknik Fakultas Teknik > Teknik Sipil |
| Depositing User: | Pustakawan 3 UNISSULA |
| Date Deposited: | 28 Nov 2019 06:51 |
| Last Modified: | 28 Nov 2019 06:51 |
| URI: | http://repository.unissula.ac.id/id/eprint/13705 |
Actions (login required)
 |
View Item |
