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,从而对实际设计工作提出了有益的建议.
By way of theory derivation, this paper defines the upper limit of the difference of absolute maximum moment of simple beam and the maximum moment in the section of span center, thus putting forward the valuable suggestion to design work.
出处
《湖南城市学院学报》
2003年第3期6-7,共2页
Journal of Hunan City Univeristy