摘要
通过理论推导，确定了简支梁绝对最大弯矩与跨中截面最大弯矩差值的上限。
Through theoretical deduition is determined a big difference between the absolute maximum moment of a simply supported beam and the maximum moment of the middle span section. Hence a helpful suggestion for the practical engineering design is put forward.
出处
《华东交通大学学报》
1999年第2期26-28,共3页
Journal of East China Jiaotong University
