摘要
针对横墙承重砖混结构中的纵横墙,按各自所承受的荷载计算出的基础宽度不合理这一现象,就一般的六、七层住宅,给出了相应的纵横墙基础宽度的调整系数,供设计施工人员参考使用。
According to cross wall as the load bearing wall in brick masonry structure and the circumstance of improper foundation width calculated from respective bearing capacity in this paper corresponding width adjustment coefficients are revealed for the buildings with 6-7 stories. Those adjustment coefficients provide references for designers and constructors.
出处
《山西建筑》
2003年第5期40-41,共2页
Shanxi Architecture
