贵刊发表的“带外挑悬臂梁的多层砖混结构房屋条形基础底面积计算方法的探讨”(以下简称“方法”)一文,将外挑荷载传至该挑梁下纵墙承担,并通过使基础重心的调整,力求使上部结构荷载重心与基础重心相吻合,通过这样的设计计算以达到基底压 The article “Discussion on the calculation method of strip base area of ​​multi-storey brick-concrete structure buildings with out-of-select cantilever beams” published by “Your Publication” (hereinafter referred to as “methods”) transmits the external loads under the cantilever beams. The vertical wall bears, and through the adjustment of the center of gravity of the foundation, strives to match the center of gravity of the superstructure with the center of gravity of the foundation, and through this design calculation to achieve the pressure of the foundation