資源描述：
《混凝土側壓力計算》由會員上傳分享，免費在線閱讀，更多相關內容在工程資料-天天文庫。
1、WORD文檔可編輯計算說明書1..砼側壓力計算及分布砼表觀密度砼澆筑溫度砼澆筑速度外加劑修正系數塌落度修正系數新澆混凝土荷載分項系數為1.2取32..7189KN/m2最大側壓力為39.2841.5KN/m=58.896KN/m工作平臺荷載：（以允許荷載計算）上下工作平臺允許荷載主工作平臺允許荷載技術資料專業(yè)分享WORD文檔可編輯計算模型及荷載分布圖技術資料專業(yè)分享WORD文檔可編輯1.計算模型見上圖2.計算程序見求解器位移圖技術資料專業(yè)分享WORD文檔可編輯位移計算桿端位移值(乘子=.01)（單位：cm）------------------------------------
2、-------------------------------------------------------桿端1桿端2---------------------------------------------------------------------------------單元碼u-水平位移v-豎直位移θ-轉角u-水平位移v-豎直位移θ-轉角--------------------------------------------------------------------------------------------10.00679671-0.28711157-
3、0.079566510.00000000-0.31893817-0.079566512-0.03649118-0.41952833-0.01918889-0.00949022-0.218829270.479479413-0.03649118-0.40944124-0.01740805-0.03649118-0.41952833-0.019188894-0.63596077-0.09873477-0.10055070-0.74541604-0.09865762-0.168835655-0.84293385-0.10715536-0.00938523-0.25336537-0.12
4、3434730.784414726-0.74541604-0.09865762-0.16883565-0.84293385-0.10715536-0.009385237-0.00949022-0.218829270.479479410.00679671-0.28711157-0.0795665180.00679671-0.28711157-0.07956651-0.06686375-0.28738421-0.009502979-0.06686375-0.28738421-0.00950297-0.06686375-0.293337050.0130890610-0.0364911
5、8-0.419528330.26211266-0.74541604-0.098657620.2621126611-0.03649118-0.41952833-0.019188890.00679671-0.28711157-0.0795665112-0.62385993-0.03272964-0.07687103-0.62385993-0.09874488-0.0994630613-0.62385993-0.09874488-0.09946306-0.63596077-0.09873477-0.1005507014-0.00949022-0.218829270.47947941-
6、0.00545688-0.128739650.5567982015-0.00545688-0.128739650.556798200.000000000.000000000.5612073116-0.25336537-0.123434730.78441472-0.11655866-0.125487560.8008743917-0.00949022-0.218829270.54906891-0.11655866-0.125487560.5490689118-0.00545688-0.128739650.56975274-0.11655866-0.125487560.5697527
7、4--------------------------------------------------------------------------------------------技術資料專業(yè)分享WORD文檔可編輯彎矩圖技術資料專業(yè)分享WORD文檔可編輯剪力圖技術資料專業(yè)分享WORD文檔可編輯內力計算桿端內力值(乘子=1)（單位：N（N*m))------------------------------------------------------------------------
