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1、.計(jì)算說(shuō)明書1..砼側(cè)壓力計(jì)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(shù)塌落度修正系數(shù)新澆混凝土荷載分項(xiàng)系數(shù)為1.2取32..7189KN/m2最大側(cè)壓力為39.2841.5KN/m=58.896KN/m工作平臺(tái)荷載：（以允許荷載計(jì)算）上下工作平臺(tái)允許荷載主工作平臺(tái)允許荷載......計(jì)算模型及荷載分布圖......1.計(jì)算模型見上圖2.計(jì)算程序見求解器位移圖......位移計(jì)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(zhuǎn)角u-水平位移v-豎直位移θ-轉(zhuǎn)角--------------------------------------------------------------------------------------------10.00679671-0.28711157-0.079566510.00000000-0.31893817-0.079566512-0.036
3、49118-0.41952833-0.01918889-0.00949022-0.218829270.479479413-0.03649118-0.40944124-0.01740805-0.03649118-0.41952833-0.019188894-0.63596077-0.09873477-0.10055070-0.74541604-0.09865762-0.168835655-0.84293385-0.10715536-0.00938523-0.25336537-0.123434730.784414726-0.74541604-0.09865762-0.16883565-0.
4、84293385-0.10715536-0.009385237-0.00949022-0.218829270.479479410.00679671-0.28711157-0.0795665180.00679671-0.28711157-0.07956651-0.06686375-0.28738421-0.009502979-0.06686375-0.28738421-0.00950297-0.06686375-0.293337050.0130890610-0.03649118-0.419528330.26211266-0.74541604-0.098657620.2621126611-
5、0.03649118-0.41952833-0.019188890.00679671-0.28711157-0.0795665112-0.62385993-0.03272964-0.07687103-0.62385993-0.09874488-0.0994630613-0.62385993-0.09874488-0.09946306-0.63596077-0.09873477-0.1005507014-0.00949022-0.218829270.47947941-0.00545688-0.128739650.5567982015-0.00545688-0.128739650.5567
6、98200.000000000.000000000.5612073116-0.25336537-0.123434730.78441472-0.11655866-0.125487560.8008743917-0.00949022-0.218829270.54906891-0.11655866-0.125487560.5490689118-0.00545688-0.128739650.56975274-0.11655866-0.125487560.56975274----------------------------------------------------------------
7、----------------------------......彎矩圖......剪力圖......內(nèi)力計(jì)算桿端內(nèi)力值(乘子=1)（單位：N（N*m))--------------------------------------------------------------------------------------------桿端1桿端2------------------------------------------------
