STUDI ALTERNATIF PERENCANAAN STRUKTUR ATAS JEMBATAN BUSUR RANGKA BAJA PADA JEMBATAN SRIGONCO KECAMATAN BANTUR – MALANG
| Main Author: | Sabilla, Annisa |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2018
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/42127/1/PENDAHULUAN.pdf http://eprints.umm.ac.id/42127/2/BAB%20I.pdf http://eprints.umm.ac.id/42127/3/BAB%20II.pdf http://eprints.umm.ac.id/42127/4/BAB%20III.pdf http://eprints.umm.ac.id/42127/5/BAB%20IV.pdf http://eprints.umm.ac.id/42127/6/BAB%20V.pdf http://eprints.umm.ac.id/42127/7/LAMPIRAN.pdf http://eprints.umm.ac.id/42127/ |
Daftar Isi:
- The development of infrastructure in transportation sector plays an important role in establishing economic and socio-cultural values in certain region. This plain aims at analyzing steel truss arc bridge as an alternative of a half through arch. The bridge is design span lenght to 60 m, located in Srigonco Village, Bantur Sub-District – Malang.. The results of the analysis and calculation showed that profile dimension of pipe supports employs Ø60.5 mm, dimension of pole supports of 150/200 mm, vehicle floor plate using main reinforcement D22-100 mm, sidewalk using main reinforcement Ø10-100 mm, longitudinal girder using WF 450x200x9x14 mm, transverse girder using WF 800x300x14x26 mm, edge girder using box 900x600x20 mm, edge and middle hinged rods using pipes of ᴓ4 and ᴓ6 inches, main truss structure bridge consisting of arch rods, vertical rods, and diagonal rods using WF 600x300x14x23 mm, wind bond using WF 300x300x10x15 mm, bridge placement using elastomeric bearings pads 500 mm x 800 mm with a height of 160 mm.