PERHITUNGAN STRUKTUR JEMBATAN KOMPOSIT DESA PERJIWA

Abstract

ABSTRACT
Transportation is an important part of human life and developing
mechanisms in line with the human civilization itself. One part is a transport
bridge. The bridge is an important element in the transportation system, serving as
a bridge serves traffic flow on it.
The bridge was originally a wooden bridge, because the bridge is often the
case when there is a wobble on top of passing vehicles. Hence the need to
improve 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 left
side, so that the total width of the bridge 7 m. Results of analysis of composite
bridge calculation is derived calculations use the floor slab reinforcement D16 -
150 for flexural reinforcement and negative reinforcement D16 - 150 for flexural
posiitif. Pavement reinforcement use the D16 - 200. Backrest using reinforcement
4Ø12 pole . Tread plate for transverse and longitudinal directions using
reinforcement D16 - 100. Using a steel girder profile WF 900 X 300, shear
connector used for connecting reinforcement D16 - 1562 , 5.
Keywords : Composite, Bridge, Structure.