NUR NAHDLO JAYANTO, DIMO (2018) Menghitung Ulang Struktur Jembatan Rangka Baja Kali Keruh Pelompong Kabupaten Brebes - Kecamatan Sirampong. Undergraduate thesis, Universitas Islam Sultan Agung.

	Text Cover.pdf Baca Disini (823kB) | Download (823kB)
	Text Abstrak.pdf Baca Disini (23kB) | Download (23kB)
	Text Publikasi.pdf Baca Disini (694kB) | Download (694kB)
	Text Daftar Isi.pdf Baca Disini (106kB) | Download (106kB)
	Text Bab I.pdf Baca Disini (46kB) | Download (46kB)
	Text Bab II.pdf Restricted to Registered users only Baca Disini (516kB) | Download (516kB)
	Text Bab III.pdf Restricted to Registered users only Baca Disini (29kB) | Download (29kB)
	Text Bab IV.pdf Restricted to Registered users only Baca Disini (5MB) | Download (5MB)
	Text Bab V.pdf Restricted to Registered users only Baca Disini (13kB) | Download (13kB)
	Text Daftar Pustaka.pdf Baca Disini (45kB) | Download (45kB)
	Text Lampiran.pdf Baca Disini (4MB) | 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

Dosen Pembimbing:	Antonius, Antonius and Adhy, Djoko Susilo | nidn0605046703, nidn0610115301
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:	https://repository.unissula.ac.id/id/eprint/13705

Actions (login required)

View Item