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簡(jiǎn)支箱型橋梁設(shè)計(jì)(已修改)

2025-08-17 15:33 本頁(yè)面
 

【正文】 題目:五跨預(yù)應(yīng)力連續(xù)箱梁設(shè)計(jì)(5*30m)指導(dǎo)教師: 吉俊 職稱: 講師 學(xué)生姓名: 倪傳志 專業(yè): 土木工程 院(系): 建筑工程學(xué)院 完成時(shí)間: 年 月 日橋梁畢業(yè)設(shè)計(jì)第 14 頁(yè)目錄目錄............................................................................................................................................1摘要............................................................................................................................................3緒論............................................................................................................................................41設(shè)計(jì)基本資料..........................................................................................................................7...........................................................................................................................7...........................................................................................................................7...........................................................................................................................72設(shè)計(jì)要點(diǎn)及結(jié)構(gòu)尺寸定......................................................................................................9...........................................................................................................................9.............................................................................................................103主梁作用效應(yīng)的計(jì)算............................................................................................................13自重作用效應(yīng)的計(jì)算....................................................................................................13.................................................................................19.....................................................................................28.........................................................................................................................304預(yù)應(yīng)力鋼束的估算及布置..............................................
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