陈叔陶同志說用简支梁計算彈性地基梁比用悬臂梁可以減少2个到4个方程,和我的意見完全相同,因此我也曾經做了一番計算,現在把計算的結果写出来,給大家参考。 我把梁分成10个等長的段,分段点是0,1,2,…,10,左端是点0,右端是点10。 Comrade Chen Shutao said that using simple beams to calculate the elastic foundation beam can reduce two to four equations compared to using a cantilever beam, which is exactly the same as my opinion. Therefore, I have also done some calculations. Now I write the results of the calculation and give For your reference. I divided the beam into 10 equal-length segments. The segment points were 0, 1, 2, ..., 10, the left edge was point 0, and the right edge was point 10.