ANALISIS KEKUATAN GIRDER AKIBAT KEMIRINGAN MEMANJANG JEMBATAN
ABSTRACT: At standards, the
maximum slope of the bridge is 5%. Longitudinal slope of the bridge willdetermine
the length of the bridge, more sloping more length. Its became more greater the
cost.The reasons that underlie this analysis. The analysis has been performed
on three kinds of bridgesthat T beam bridge, PCI bridge and bridge steel truss
girder models Callendar Hamilton. The analysis was performed in the manual
method and software SAP 2000. This Analysis focused on the capacity of the
cross-sectional of the withstand stresses caused by the load acting on the bridge.
The bridge is modeled in some slope ranging from 0% for the comparison, 2.5%;
5%; 7.5% and 10%. To easy analysis, load to be projected in the two direction
at sloping bridges. It is seen that more greater of the slope cause axial force
on girder bridges is increasing. The analysisconsidering of the combination of
axial load, shear and bending ascpects From the analysis looks at three kinds
of bridges, with a slope of up to 10% were still able tosupport the load of the
bridge there. It is necessary to do advance analysis of the bridges ability and
the other element of bridges that direct contact with the longitudinal girder
bridge girders due
Penulis: Suyadi
Kode Jurnal: jptsipildd140777
