PERENCANAAN STRUKTUR ATAS JEMBATAN BAJA PELAT GIRDER PADA FLY OVER KEJAPANAN STA 41-754.50 – STA 41-794.50 PROYEK RELOKASI JALAN TOL PORONG - GEMPOL
| Main Author: | Prasetyo, Kukuh Budi |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2018
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/41466/1/PENDAHULUAN.pdf http://eprints.umm.ac.id/41466/2/BAB%20I.pdf http://eprints.umm.ac.id/41466/3/BAB%20II.pdf http://eprints.umm.ac.id/41466/4/BAB%20III.pdf http://eprints.umm.ac.id/41466/5/BAB%20IV.pdf http://eprints.umm.ac.id/41466/6/BAB%20V.pdf http://eprints.umm.ac.id/41466/7/LAMPIRAN.pdf http://eprints.umm.ac.id/41466/ |
Daftar Isi:
- Surabaya toll road project is part of the Trans Java toll road that will connect to Pasuruan, Probolinggo to Banyuwangi, but in 2006 disaster Lapindo hot mudflow causing motorway access cut off along a 6 km connecting Porong Gempol. So the Department of Jasa Marga toll lanes decide to move the mud, shifted about 3 km towards the west. The path will be moved from the 6 km will be changed to 10 km, where the new toll road which will cross the National road Malang - Surabaya or vice versa. On the line was built flyover that serves not to cut national road Malang - Surabaya. In the construction of the flyover is used on the structure in the form of prestressed concrete (precast), and in the planning of this structure is planned with steel beams plate girder dimensions 2670 x 1000 x 14 x 70 with shear connectors Ø20 mm and diaphragm replaced with WF profile 400 x 200 x 13 x 8 x 16 with shear connectors Ø12 mm. As well as the connection to the second beam is used with the A325 bolt diameter of 1 "/ 2:54 cm and 2" / 5:08 cm.