#TITLE_ALTERNATIVE#

• Main Author: PERDANA (NIM : 15006147) Pembimbing : Dr. Ir. Awal Surono ; Dr. Ir. Ananta Sofwan, HENDRY
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/18628
• Institution: Institut Teknologi Bandung

Regulation of loading to the bridge in Indonesia experienced a change from time <br /> <br /> <br /> <br /> <br /> to time. Load regulation plan for the new bridge, RSNI T-02-2005 will soon <br /> <br /> <br /> <br /> <br /> replace the imposition of rules for bridges that have been commonly used, namely <br /> <br /> <br /> <br /> <br /> BMS 1992.The differences in both regulation of loading to the bridge are the basis <br /> <br /> <br /> <br /> <br /> of case studies review the impact of a new loading of the bridge structure <br /> <br /> <br /> <br /> <br /> Gedawang in Semarang-Solo toll road. Studies on the effects of loading was <br /> <br /> <br /> <br /> <br /> aimed to determine changes in the behavior of the bridge structure caused by the <br /> <br /> <br /> <br /> <br /> imposition of new regulations relative to the behavior of existing bridge <br /> <br /> <br /> <br /> <br /> structure. Behavioral structure will be reviewed only be limited in style in, <br /> <br /> <br /> <br /> <br /> voltage, and capacity of the bridge deck section. The research methodology used <br /> <br /> <br /> <br /> <br /> in the form of case studies of existing bridges - Gedawang, which is modeled in <br /> <br /> <br /> <br /> <br /> SAP 2000 program supported by the project data that has been available. Burdens <br /> <br /> <br /> <br /> <br /> that will be applied to the model of the bridge structure consists of the weight of <br /> <br /> <br /> <br /> <br /> its own, additional dead load, load lane "D" which consists of: load BTR and BGT <br /> <br /> <br /> <br /> <br /> loads, foundation loads decrease, temperature loads, and earthquake loads. In the <br /> <br /> <br /> <br /> <br /> discussion of loading will also be discussed regarding the construction stage <br /> <br /> <br /> <br /> <br /> which will affect construction expenses, especially on dead load. These burdens <br /> <br /> <br /> <br /> <br /> will be combined with specific factors in both service and ultimate <br /> <br /> <br /> <br /> <br /> conditions. Results of the analysis will be in force, voltage, and capacity on the <br /> <br /> <br /> <br /> <br /> bridge deck and the changes in each of the loading rules for bridges.