【摘要】 采用PKPM CAD软件进行结构设计时,次梁的输入及其上部荷载的校核、裂缝宽度验算、异型柱的计算及配筋、复杂的墙下托梁结构中荷载的传递以及承重墙上挑梁的荷载传递等方面存在一些问题;在设计与分析过程中,软件的计算结果须经调整。基于工程实践和理论分析,研究了这些问题产生的原因并提出了相应的解决方法。更多还原

【Abstract】 There are some problems in structure design with PKPM CAD software, such as the input of beams and the load verification on beams, the calculation of crack width, the calculation of internal forces and the disposition of reinforced bars of the special-shaped columns, the loads transfer of the complex structure with wall-supported-by-girder and the cantilever beams on the supported walls and etc. In the processes of design and analysis, the calculation results of this software should be adjusted. Based on engineering practice and theoretical analysis, the causes of these problems have been studied and the corresponding solutions have been introduced.更多还原