水稳拌合站料仓大棚计算书.docx
水稳拌合站料仓大棚计算（一）钢架计算11设计依据12计算简图、几何信息13荷载与组合73.1 荷载工况83.2 节点荷载83.3 单元荷载83.4 面荷载123.5 其它荷载123.6 荷载组合124内力位移计算结果134.1 内力134. 1.1最不利内力134.2 位移154. 2.1组合位移155设计验算结果175.1 设计验算结果图及统计表185.2 设计验算结果表21（二）节点及次结构构件计算26UCl柱脚计算262KFZl柱脚计算313KFZ3柱脚计算344墙面楝条计算375屋面楝条计算416屋面支撑计算487柱间支撑计算50附录53(GB50017-2017)(JGJ7-2010)(GB50009-2012)(GB500112010) (2016年版)(GB50007-2011)(GB50936-2014)(CECS 28:2012)(CECS159-2004) (GB50661-2011) (JGJ82-2011)（一）钢架计算1设计依据钢结构设计标准空间网格结构技术规程建筑结构荷载规范建筑抗震设计规范建筑地基基础设计规范钢管混凝土结构技术规范钢管混凝土结构设计规程矩形钢管混凝土结构技术规程钢结构焊接规范钢结构高强度螺栓连接技术规程2计算简图、几何信息计算简图（圆表示支座，数字为节点号）节点编号图单元编号图各单元信息如下表:注：等肢单角钢的2、3轴分别对应u、V轴单元号截面名称材料名称长度(m)面积(mmJ)绕2轴惯性矩(xllmm,)绕3轴惯性矩(xl,mm,)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放195x7Q345B0.61419351891891.0001.000295x7Q345B0.60619351891891.0001.000395x7Q345B0.60619351891891.0001.000495x7Q345B0.60619351891891.0001.000595x7Q345B0.60619351891891.0001.000695x7Q345B0.60619351891891.0001.000795x7Q345B0.60619351891891.0001.000895x7Q345B0.60619351891891.0001.000995x7Q345B0.60619351891891.0001.0001095x7Q345B0.60619351891891.0001.0001195x7Q345B0.60619351891891.0001.0001295x7Q345B0.60619351891891.0001.0001395x7Q345B0.60619351891891.0001.000M95x7Q345B0.60619351891891.0001.0001595x7Q345B0.60619351891891.0001.0001695x7Q345B0.60619351891891.0001.0001795x7Q345B0.60619351891891.0001.0001895x7Q345B0.60619351891891.0001.0001995x7Q345B0.60619351891891.0001.0002095x7Q345B0.60619351891891.0001.0002195x7Q345B0.60619351891891.0001.0002295x7Q345B0.60619351891891.0001.0002395x7Q345B0.60619351891891.0001.0002495x7Q345B0.60619351891891.0001.0002595x7Q345B0.60619351891891.0001.0002695x7Q345B0.60619351891891.0001.0002795x7Q345B0.60619351891891.0001.0002895x7Q345B0.60619351891891.0001.0002995x7Q345B0.60619351891891.0001.0003095x7Q345B0.60619351891891.0001.0003195x7Q345B0.60619351891891.0001.0003295x7Q345B0.60619351891891.0001.0003395x7Q345B0.60619351891891.0001.0003495x7Q345B0.60619351891891.0001.000：；.)95x7Q345B0.60619351891891.0001.0003695x7Q345B0.60619351891891.0001.000单元号截面名称材料名称长度(m)面积(mmJ)绕2轴惯性矩(xllmm,)绕3轴惯性矩(xl,mm,)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放3795x7Q345B0.60619351891891.0001.0003895x7Q345B0.60619351891891.0001.0003995x7Q345B0.60619351891891.0001.0004095x7Q345B0.60619351891891.0001.0004195x7Q345B0.60619351891891.0001.0004295x7Q345B0.60619351891891.0001.0004395x7Q345B0.60619351891891.0001.0004495x7Q345B0.61419351891891.0001.0004595x7Q345B0.61419351891891.0001.0004695x7Q345B0.60619351891891.0001.0004795x7Q345B0.60619351891891.0001.0004895x7Q345B0.60619351891891.0001.0001995x7Q345B0.60619351891891.0001.0005095x7Q345B0.60619351891891.0001.0005195x7Q345B0.60619351891891.0001.0005295x7Q345B0.60619351891891.0001.0005395x7Q345B0.60619351891891.0001.0005495x7Q345B0.60619351891891.0001.0005595x7Q345B0.60619351891891.0001.0005695x7Q345B0.60619351891891.0001.0005795x7Q345B0.60619351891891.0001.0005895x7Q345B0.60619351891891.0001.0005995x7Q345B0.60619351891891.0001.0006095x7Q345B0.60619351891891.0001.0006195x7Q345B0.60619351891891.0001.0006295x7Q345B0.60619351891891.0001.0006395x7Q345B0.60619351891891.0001.0006495x7Q345B0.60619351891891.0001.0006595x7Q345B0.60619351891891.0001.0006695x7Q345B0.606
