{"title":"混凝土桥梁设计PRT张力跨度80m","authors":"Muhammad Alif Lutfi, Tony Hartono Bagio","doi":"10.29138/neutron.v22i2.181","DOIUrl":null,"url":null,"abstract":"Kali warkapi bridge km 49+250 Manokwari, West papua which connects several districts in West papua province stretches 80m based because the bridge previously decreased until it is no longer feasible to use, the type of steel frame bridge structure, then in this final project the design for the replacement of kali warkapi bridge using prestressed concrete structure type at this initial stage the analysis of exsisting conditions, planning of upper and lower bridge structures and calculations is carried out. Superstructure planning takes into account the loads that may occur, namely self-load, additional dead load, traffic load, wind load and earthquake load. In planning the bridge is calculated using Ms.Excel.","PeriodicalId":39014,"journal":{"name":"Neutron News","volume":"32 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-02-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"CONCRETE BRIDGE DESIGN PRT 80M SPAN TENSION\",\"authors\":\"Muhammad Alif Lutfi, Tony Hartono Bagio\",\"doi\":\"10.29138/neutron.v22i2.181\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Kali warkapi bridge km 49+250 Manokwari, West papua which connects several districts in West papua province stretches 80m based because the bridge previously decreased until it is no longer feasible to use, the type of steel frame bridge structure, then in this final project the design for the replacement of kali warkapi bridge using prestressed concrete structure type at this initial stage the analysis of exsisting conditions, planning of upper and lower bridge structures and calculations is carried out. Superstructure planning takes into account the loads that may occur, namely self-load, additional dead load, traffic load, wind load and earthquake load. In planning the bridge is calculated using Ms.Excel.\",\"PeriodicalId\":39014,\"journal\":{\"name\":\"Neutron News\",\"volume\":\"32 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-02-23\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Neutron News\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.29138/neutron.v22i2.181\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"Physics and Astronomy\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Neutron News","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.29138/neutron.v22i2.181","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"Physics and Astronomy","Score":null,"Total":0}
引用次数: 0
摘要
Kali warkapi桥km 49+250 Manokwari，连接西巴布亚省的几个地区，延伸80米为基础，因为桥梁以前减少了，直到它不再可行使用，钢框架桥结构的类型，然后在这个最终项目的设计中，使用预应力混凝土结构类型替换Kali warkapi桥，在这个初始阶段的现有条件分析，进行了上、下桥梁结构的规划和计算。上部结构的规划考虑了可能发生的荷载，即自荷载、附加恒荷载、交通荷载、风荷载和地震荷载。在规划桥梁时，使用excel软件进行计算。
Kali warkapi bridge km 49+250 Manokwari, West papua which connects several districts in West papua province stretches 80m based because the bridge previously decreased until it is no longer feasible to use, the type of steel frame bridge structure, then in this final project the design for the replacement of kali warkapi bridge using prestressed concrete structure type at this initial stage the analysis of exsisting conditions, planning of upper and lower bridge structures and calculations is carried out. Superstructure planning takes into account the loads that may occur, namely self-load, additional dead load, traffic load, wind load and earthquake load. In planning the bridge is calculated using Ms.Excel.
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