摘要
取结构的一单元，分别计算出不考虑悬挑梁荷载时梁下纵墙基础的宽度Ｂ２，考虑悬挑梁荷载时的宽度Ｂ′，利用叠加原理，最终得出悬挑梁下纵墙基础的宽度Ｂ４＝Ｂ２＋Ｂ′
The lengths of the foundation B2 adn B′ are obained respectively when cantilever is under is under load and when it is mot loaded,Thelength of the foundation B is then caculated by the principle of superposition (B=B 2+B′)
出处
《西北林学院学报》
CSCD
北大核心
1999年第2期107-110,共4页
Journal of Northwest Forestry University
