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單向板肋梁樓蓋課程設(shè)計畢業(yè)論文(文件)

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【正文】 斜截面承載能力計算...............................................................................................10鋼筋錨固要求...................................................................................................................10五、主梁的設(shè)計——按彈性理論設(shè)計......................................................................................... 11荷載................................................................................................................................... 11計算跨度及計算簡圖....................................................................................................... 11內(nèi)力計算.............................................................................................................................121)彎矩設(shè)計值...............................................................................................................122)剪力設(shè)計值...............................................................................................................123)彎矩及剪力..................................................................................................................13承載力計算.......................................................................................................................141)正截面承載能力計算...............................................................................................142)斜截面承載能力計算...............................................................................................153)次梁兩側(cè)附加橫向鋼筋的計算...............................................................................16主梁縱筋的彎起、截斷和錨固.......................................................................................16六、施工圖的繪制.........................................................................................................................17鋼筋混凝土單向板肋梁樓蓋課程設(shè)計一、 設(shè)計題目某多層工業(yè)建筑(某生產(chǎn)車間)的中間樓面(采用現(xiàn)澆鋼筋混凝土單向板肋梁樓蓋)二、 設(shè)計內(nèi)容結(jié)構(gòu)平面布置圖:柱網(wǎng)、主梁、次梁及板的布置板的強度計算(按塑性內(nèi)
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