A、<span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: \'Times New Roman\'; mso-hansi-font-family: \'Times New Roman\'">柱和梁有变截面时,变截面处增加一个</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US">PK</span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: \'Times New Roman\'; mso-hansi-font-family: \'Times New Roman\'">节点</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US"><p></p></span>
B、<span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: \'Times New Roman\'; mso-hansi-font-family: \'Times New Roman\'">带斜撑的结构在框架生成时作为斜柱考虑</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US"><p></p></span>
C、<span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: \'Times New Roman\'; mso-hansi-font-family: \'Times New Roman\'">不能生成基础在不同层高位置的框架</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US"><p></p></span>
D、<span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: \'Times New Roman\'; mso-hansi-font-family: \'Times New Roman\'">对于由多根</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US">PM</span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: \'Times New Roman\'; mso-hansi-font-family: \'Times New Roman\'">梁形成的一根</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US">PM</span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: \'Times New Roman\'; mso-hansi-font-family: \'Times New Roman\'">梁,在每段</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US">PM</span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: \'Times New Roman\'; mso-hansi-font-family: \'Times New Roman\'">梁上对梯形荷载作局部的简化变为局部的均布荷载</span>
A、<span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">柱和梁有变截面时,变截面处增加一个</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US">PK</span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">节点</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US"><p></p></span>
B、<span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">带斜撑的结构在框架生成时作为斜柱考虑</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US"><p></p></span>
C、<span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">不能生成基础在不同层高位置的框架</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US"><p></p></span>
D、<span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">对于由多根</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US">PM</span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">梁形成的一根</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US">PM</span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">梁,在每段</span><span style="LINE-HEIGHT: 150%; mso-bidi-font-size: 10.5pt" lang="EN-US">PM</span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; mso-bidi-font-size: 10.5pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">梁上对梯形荷载作局部的简化变为局部的均布荷载</span>
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