武汉科技大学高职毕业设计目录TOC\o"1-3"\h\z\uHYPERLINK\l"_Toc358062883"目录PAGEREF_Toc358062883\h1HYPERLINK\l"_Toc358062884"摘录PAGEREF_Toc358062884\h3HYPERLINK\l"_Toc358062885"1设计题目及原始资料PAGEREF_Toc358062885\h4HYPERLINK\l"_Toc358062886"1.1设计题目PAGEREF_Toc358062886\h4HYPERLINK\l"_Toc358062887"1.2原始资料PAGEREF_Toc358062887\h4HYPERLINK\l"_Toc358062888"1.2.1室内外高差PAGEREF_Toc358062888\h4HYPERLINK\l"_Toc358062889"1.2.2墙身做法PAGEREF_Toc358062889\h4HYPERLINK\l"_Toc358062890"1.2.3楼面做法PAGEREF_Toc358062890\h4HYPERLINK\l"_Toc358062891"1.2.4屋面做法PAGEREF_Toc358062891\h4HYPERLINK\l"_Toc358062892"1.2.5门窗做法PAGEREF_Toc358062892\h4HYPERLINK\l"_Toc358062893"1.2.6地质资料PAGEREF_Toc358062893\h4HYPERLINK\l"_Toc358062894"1.2.7气象资料PAGEREF_Toc358062894\h5HYPERLINK\l"_Toc358062895"1.2.8建筑标准PAGEREF_Toc358062895\h5HYPERLINK\l"_Toc358062896"1.2.9活载情况PAGEREF_Toc358062896\h5HYPERLINK\l"_Toc358062897"1.2.10建筑规模PAGEREF_Toc358062897\h5HYPERLINK\l"_Toc358062898"1.2.11参考资料PAGEREF_Toc358062898\h5HYPERLINK\l"_Toc358062899"2结构选型及平面布置（钢筋混凝土框架结构）PAGEREF_Toc358062899\h5HYPERLINK\l"_Toc358062900"2.1结构平面布置PAGEREF_Toc358062900\h5HYPERLINK\l"_Toc358062901"2.2梁截面尺寸的确定PAGEREF_Toc358062901\h6HYPERLINK\l"_Toc358062902"2.3柱截面尺寸的确定PAGEREF_Toc358062902\h6HYPERLINK\l"_Toc358062903"2.4梁跨度计算PAGEREF_Toc358062903\h7HYPERLINK\l"_Toc358062904"3框架计算简图PAGEREF_Toc358062904\h7HYPERLINK\l"_Toc358062905"3.1杆件线刚度的计算PAGEREF_Toc358062905\h7HYPERLINK\l"_Toc358062906"4恒载及内力分析PAGEREF_Toc358062906\h8HYPERLINK\l"_Toc358062907"4.1恒载计算PAGEREF_Toc358062907\h8HYPERLINK\l"_Toc358062908"4.2内力分析PAGEREF_Toc358062908\h11HYPERLINK\l"_Toc358062909"4.2.1将三角形荷载和梯形荷载等效为均布荷载：PAGEREF_Toc358062909\h11HYPERLINK\l"_Toc358062910"4.2.2杆件固端弯矩的计算PAGEREF_Toc358062910\h12HYPERLINK\l"_Toc358062911"4.2.3节点弯矩分配系数的计算PAGEREF_Toc358062911\h12HYPERLINK\l"_Toc3580629