PERHITUNGAN STRUKTUR JEMBATAN KOMPOSIT DESA PERJIWA
| Main Author: | LUDY WIYANTO, DWI YUSNI |
|---|---|
| Format: | Article info application/pdf eJournal |
| Bahasa: | eng |
| Terbitan: |
KURVA MAHASISWA
, 2014
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| Subjects: | |
| Online Access: |
http://ejurnal.untag-smd.ac.id/index.php/TEK/article/view/532 http://ejurnal.untag-smd.ac.id/index.php/TEK/article/view/532/713 |
Daftar Isi:
- ABSTRACTTransportation is an important part of human life and developingmechanisms in line with the human civilization itself. One part is a transportbridge. The bridge is an important element in the transportation system, serving asa bridge serves traffic flow on it.The bridge was originally a wooden bridge, because the bridge is often thecase when there is a wobble on top of passing vehicles. Hence the need toimprove the ability of the bridge and redesigned into a composite bridge .Long span composite bridge being simulated is 25 m,width 6 m carriageway, pavement width of 0.5 m and 0.5 m right side of the leftside, so that the total width of the bridge 7 m. Results of analysis of compositebridge calculation is derived calculations use the floor slab reinforcement D16 -150 for flexural reinforcement and negative reinforcement D16 - 150 for flexuralposiitif. Pavement reinforcement use the D16 - 200. Backrest using reinforcement4Ø12 pole . Tread plate for transverse and longitudinal directions usingreinforcement D16 - 100. Using a steel girder profile WF 900 X 300, shearconnector used for connecting reinforcement D16 - 1562 , 5.Keywords : Composite, Bridge, Structure.