我在本学报6卷5期“弹性地基梁的新解法”一文内,提出了一个解弹性地基梁的方法,现再对原文作以下几点补充:1.原文平面问题中,求对称邻近载荷所引起梁下各点地面的相对沉陷时,曾谈到可按不同的沉陷基准点进行计算,这样作可使计算简化,这个概念如果引用到平面问题中地基梁下全部压力所引起各分段中点地面沉陷量的计算中去,则当能使平面问 In this paper, a new method to solve the problem of elastic foundation beam is proposed in this paper, Volume 6, No. 5, “New Solution to Elastic Foundation Beams”. The following additional comments are made on the original text: 1. In the original plane problem, the symmetry is solved. In the case of relative subsidence of the ground under the load caused by adjacent loads, it has been mentioned that different subsidence datum points can be used for calculation. This can simplify the calculation. This concept can be caused by the reference to all the pressures under the foundation beam in the plane problem. In the calculation of the sublevel mid-ground subsidence, the plane can be asked