PERENCANAAN STRUKTUR ATAS (SUPERSTRUCTURE) JEMBATAN BENTANG PANJANG MENGGUNAKAN BUSUR RANGKA BAJA TIPE A HALF THROUGH ARCH (STUDI KASUS JEMBATAN PENYEBRANGAN ORANG MUARA TEWEH JINGAH, KABUPATEN BARITO UTARA)
| Main Author: | Purnama, Harrys |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2020
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/58466/1/PENDAHULUAN.pdf http://eprints.umm.ac.id/58466/2/BAB%20I.pdf http://eprints.umm.ac.id/58466/3/BAB%20II.pdf http://eprints.umm.ac.id/58466/4/BAB%20III.pdf http://eprints.umm.ac.id/58466/5/BAB%20IV.pdf http://eprints.umm.ac.id/58466/6/BAB%20V.pdf http://eprints.umm.ac.id/58466/7/LAMPIRAN.pdf http://eprints.umm.ac.id/58466/ |
Daftar Isi:
- North Barito Regency have a bridge connecting between town of Muara Teweh-Jingah to the area. The condition of the distribution of goods and people from Muara Teweh-Jinggah experienced significant developments from year to year. In addition, the condition of shipping lines in river channels has increased from year to year to. Therefore, the Muara Teweh-Jinggah bridge is no longer economical because it only serves two-wheeled vehicles and pedestrians and the prsence of pillars in the river channel causes the efeectiove width of shipping. The redesign was carried out using a type A Half Through Arch steel bridge construction in order to accommodate all transportation elements. The analysis process uses the STAAD Pro V22 Connect Edition program. Based on the results of control and design, the design spesification of the bridge's geometric shape 280m main span, 80m approach span, 60m arch height, 13.5m focus, 10m hanger, 5m main stringer, and 20m vehicle floor width. From the calculation of the main structure, the largest main frame arc pforile is BOX 1800.1000.40.45, the main stringer using IWF 1500.650.22.24, hanger using strand dia 100mm (PV1001) and lateral bracing using pipe and IWF profiles. For bearing pad use , AGPL, AGPF, and AGPM