混凝土侧压力计算

《混凝土侧压力计算》由会员上传分享，免费在线阅读，更多相关内容在教育资源-天天文库。

1、.计算说明书1..砼侧压力计算及分布砼表观密度砼浇筑温度砼浇筑速度外加剂修正系数塌落度修正系数新浇混凝土荷载分项系数为1.2取32..7189KN/m2最大侧压力为39.2841.5KN/m=58.896KN/m工作平台荷载：（以允许荷载计算）上下工作平台允许荷载主工作平台允许荷载......计算模型及荷载分布图......1.计算模型见上图2.计算程序见求解器位移图......位移计算杆端位移值(乘子=.01)（单位：cm）---------------------------------------------------------------------------------

2、----------杆端1杆端2---------------------------------------------------------------------------------单元码u-水平位移v-竖直位移θ-转角u-水平位移v-竖直位移θ-转角--------------------------------------------------------------------------------------------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、----------------------------......弯矩图......剪力图......内力计算杆端内力值(乘子=1)（单位：N（N*m))--------------------------------------------------------------------------------------------杆端1杆端2------------------------------------------------