Analisis Perbandinganmodul Jembatan Gelagar Idan Gelagar Box Baja Sebagai Fungsi Jembatan Jalan Raya
Journal Title: International Journal of Business and Management Invention - Year 2019, Vol 8, Issue 1
Abstract
Bridges are part of transportation infrastructures that serve as a road link that is interrupted by obstacles (rivers, lakes, seas, valleys, other transportation infrastructure) that pass not a plot such as roads, railroads. If the function is classified, the bridge can be divided into highway and railroad bridges. In this paper, it will be shown whether the use of 41.15 meter bridge span size will be more optimum (effective and efficient) using a 200 cm I girder or 200 cm high box girder and the loads used on the highway bridge are grouped into three groups load, namely the weight of the girder, additional dead load, and life load. Additional dead load analyzed is the load of concrete plate, asphalt, and diaphragm while for live load with highway function is load D which consists of load distribution and load of Knife Edge Load (KEL) based on "Load for SNI Bridge 1725- 2016. From the calculation results between the bridge girder module I and the steel girder box span 41.15 m for the highway bridge with 200 cm girder height, it was concluded that for the 200 cm girder height on the highway bridge is more effective using steel box girder type based on SNI material that is quite capable withstand road traffic loads according to standards. In the case study plan crossing on Jl. KH. Mansyur Pekalongan to obtain an adequate aesthetic, the bridge box module will be more promising from aesthetic and architectural aspects with a span configuration that varies from 30 m to 100 m with the horizontal bridge alignment can be straight or curved . Based on the results of research on the analysis of the calculation of loading for bridges 41.15 m span size using SNI 1725 2016 (new standard), it is known that there is a difference in wind load and seismic load of (30-40)% towards RSNI T-02 2005.
Authors and Affiliations
Cahya Witriyatna, DwiAgus Purnomo, Agung Barokah W, Mira Marindaa
Keywords
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