Comparison Of Design And Costs Between Bridge Construction Using WF And Precast Concrete Profile

Elisa Sarmento Soares, Julistyana Tistogondo
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Abstract

The bridge that will be planned is resettled in Manatuto, with a span of 100 m and a width of 9.74 m. In this Final Project Preparation, the Sahen Soibada Bridge was redesigned using Girder I beams with a cross section height of 2300 mm, prestressive concrete quality K 300 and Fc ’41.5 Mpa Calculation of loading on the bridge using SNI 1725: 2015, Analysis of the load that occurs is analysis of dead load, additional dead load, live load, wind load and analysis of the influence of time such as crawling and shrinkage and loss of prestressing. Then the results of the analysis carried out stress control that occurred in the structure. As well as for the structure of the budget for the 100 m WF Baja bridge that is equal to US $ 3,384 214.13 while for Concrete that is equal to 3,070,804.08.
WF与预制混凝土型材桥梁施工设计及造价比较
规划中的桥梁位于马纳图托,跨度为100米,宽度为9.74米。在本次Final Project Preparation中,对沙hen Soibada大桥进行了重新设计,采用截面高度为2300 mm的I型梁,预应力混凝土质量为k300, Fc ' 41.5 Mpa。桥梁荷载计算采用SNI 1725: 2015,荷载分析为恒载分析、附加恒载分析、活载分析、风载分析以及爬行、收缩、预应力损失等时间影响分析。然后根据分析结果对结构进行应力控制。此外,100米WF Baja大桥的结构预算为3,384 214.13美元,混凝土预算为3,070,804.08美元。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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