《橋梁設(shè)計(jì)計(jì)算書》word版

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1、湖南科技大學(xué)瀟湘學(xué)院本科生畢業(yè)設(shè)計(jì)（論文）摘要本設(shè)計(jì)為九江大橋引橋上部結(jié)構(gòu)設(shè)計(jì)。該橋全長(zhǎng)150m，設(shè)計(jì)的跨徑為25m，截面為單箱單室的等截面形式。整個(gè)設(shè)計(jì)可以分成兩個(gè)部分：第一部分，結(jié)構(gòu)建摸和內(nèi)力計(jì)算。選擇橋的橋型及孔徑劃分、主梁截面形式與主梁高度的擬定、截面細(xì)部尺寸擬定，隨后進(jìn)行結(jié)構(gòu)內(nèi)力計(jì)算。在完成了恒載內(nèi)力的計(jì)算后，又進(jìn)行了活載內(nèi)力計(jì)算、次內(nèi)力計(jì)算、內(nèi)力組合計(jì)算，并畫出內(nèi)力包絡(luò)圖。第二部分，預(yù)應(yīng)力鋼束估算及布置，預(yù)應(yīng)力損失及有效預(yù)應(yīng)力計(jì)算，鋼束布置后的內(nèi)力計(jì)算及組合，強(qiáng)度計(jì)算與驗(yàn)算，應(yīng)力、應(yīng)變及其它驗(yàn)算。關(guān)鍵詞：混凝土簡(jiǎn)支轉(zhuǎn)連續(xù)梁橋；單元?jiǎng)澐趾徒⒛Ｐ停粌?nèi)力計(jì)算；強(qiáng)度應(yīng)力應(yīng)變驗(yàn)算dslop

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7、onofabovegroundandundergroundobstacleclearanceintheregionanddealt湖南科技大學(xué)瀟湘學(xué)院本科生畢業(yè)設(shè)計(jì)（論文）dslopetofacilitateemptying.(1)duringtheexcavationprocess,feelfreetocheckthestatusofsideslope,verticaldigdepthisgre