PERENCANAAN ULANG (REDESIGN) STRUKTUR ATAS JEMBATAN KAMPUS III UNIVERSITAS MUHAMMADIYAH MALANG DENGAN METODE JEMBATAN BUSUR BETON
| Main Author: | SISWANTO, ABDUL GOFUR HADI |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2008
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/7785/1/PERENCANAAN_ULANG.pdf http://eprints.umm.ac.id/7785/ |
Daftar Isi:
- The planning of Arc Bridge to give upper structures construction system is strong and displacement is very small. The covers of This planning is how many dimension and reinforcement needed for floor carriage, floor beam, vertical beam, and arc beam. Based calculation of planning of arc is bending moment and axial force combination. Total payload flattens working q = 9662 t/m ' and point load P = 22752 tons . Maximum moment happened is (Mu) = 47807 tm', axial force happened is ( Pu) = 588281 tons. Planning of arc bridge with length 25 m and width 8 m is got result of planning for example for floor beam length, unfolds cleanness 3160 mm, concrete dimension 300 x 500 ( mm), reinforcement at fulcrums area is used 5 Ø 25 and at field area is used 4 Ø 25, to stirrup area is used Ø 12. For athwart beam, unfolds cleanness 5700 mm with concrete dimension 500 x 750 ( mm), reinforcement at fulcrums area is used 10 Ø 25, at field area is used 6 Ø 25, to stirrup area is used Ø 12. For vertical beam is got concrete dimension 500 x 500 ( mm), reinforcement is used 8 Ø 25 attached symmetrical. For arc is got concrete dimension 550 x 1200 ( mm),reinforcement is used 28 Ø 25. to stirrup area is used Ø 12.