建筑工程结构设计要点.doc

目录TOC\o"1-3"\h\z\uHYPERLINK\l"_Toc372018920"设计要点PAGEREF_Toc372018920\h4HYPERLINK\l"_Toc372018921"剪力墙PAGEREF_Toc372018921\h4HYPERLINK\l"_Toc372018922"板的厚度PAGEREF_Toc372018922\h5HYPERLINK\l"_Toc372018923"连梁PAGEREF_Toc372018923\h7HYPERLINK\l"_Toc372018924"简介PAGEREF_Toc372018924\h7HYPERLINK\l"_Toc372018925"工作机理PAGEREF_Toc372018925\h7HYPERLINK\l"_Toc372018926"设计建议PAGEREF_Toc372018926\h8HYPERLINK\l"_Toc372018927"注意事项PAGEREF_Toc372018927\h8HYPERLINK\l"_Toc372018928"配筋计算PAGEREF_Toc372018928\h9HYPERLINK\l"_Toc372018929"其他信息PAGEREF_Toc372018929\h9HYPERLINK\l"_Toc372018930"PKPM建模PAGEREF_Toc372018930\h10HYPERLINK\l"_Toc372018931"PM建模十不要PAGEREF_Toc372018931\h10HYPERLINK\l"_Toc372018932"Pm建模不可忽略的几种操作PAGEREF_Toc372018932\h10HYPERLINK\l"_Toc372018933"PMCAD错层结构的建模讨论PAGEREF_Toc372018933\h11HYPERLINK\l"_Toc372018934"PMCAD改模应注意的问题PAGEREF_Toc372018934\h11HYPERLINK\l"_Toc372018935"PMCAD构件定义概念PAGEREF_Toc372018935\h12HYPERLINK\l"_Toc372018936"PM中荷载导算的技术条件里的支撑点术语解释PAGEREF_Toc372018936\h12HYPERLINK\l"_Toc372018937"彻底认识PM的标准层概念PAGEREF_Toc372018937\h13HYPERLINK\l"_Toc372018938"PM建模中次梁按主梁输和按次梁输的区别PAGEREF_Toc372018938\h13HYPERLINK\l"_Toc372018939"PM建模为什么要避免短梁PAGEREF_Toc372018939\h14HYPERLINK\l"_Toc372018940"短柱PAGEREF_Toc372018940\h15HYPERLINK\l"_Toc372018941"短柱（概念的延伸）PAGEREF_Toc372018941\h15HYPERLINK\l"_Toc372018942"结构设计应用梁板柱施工图PAGEREF_Toc372018942\h19HYPERLINK\l"_Toc372018943"楼梯结构设计计算PAGEREF_Toc372018943\h21HYPERLINK\l"_Toc372018944"施工图优化PAGEREF_Toc372018944\h38HYPERLINK\l"_Toc372018945"基础设计PAGEREF_Toc372018945\h39HYPERLINK\l"_Toc372018946"CAD快捷操作PAGEREF_Toc372018946\h46HYPERLINK\l"_Toc372018947"轴压比PAGEREF_Toc372018947\h58HYPERLINK\l"_Toc372018948"编辑本段取值PAGEREF_Toc372018948\h58HYPERLINK\l"_Toc372018949"剪跨比PAGEREF_Toc372018949\h59HYPERLINK\l"_Toc372018950"朱炳寅讲座的听课笔记PAGEREF_Toc372018950\h60HYPERLINK\l"_Toc37201