发布时间 : 星期三 文章10 BD31-01地下框架结构设计规范 - 图文更新完毕开始阅读78ad29080c22590103029d7c
第2卷第2节 第12部分 BD 31/01
附录A
拟考虑的荷载工况图
土 K = 0.6 γfL = 1.5 γf3 = 1.1 K = Ko γfL = 1.2 γf3 = 1.1 默认值 土 K = 0.6 γfL = 1.5 γf3 = 1.1 K = Ko γfL = 1.2 γf3 = 1.1 LLSC K = 0.6 γfL = 1.5 γf3 = 1.1 K = Ko γfL = 1.5 γf3 = 1.1
LLSC K = 0.6 γfL = 1.5 γf3 = 1.1 K = Ko γfL = 1.5 γf3 = 1.1 BS 8002系数 图A/1b
最大竖向荷载与最大水平荷载
图A/1
2001年11月 A/3
附录A
拟考虑的荷载工况图
第2卷第2节
第12部分 BD 31/01
LLSC K = 0.6 γfL = 1.5 γf3 = 1.1 K = Ko γfL = 1.5 γf3 = 1.1 土 K = 0.6 γfL = 1.5 γf3 = 1.1 K = Ko γfL = 1.2 γf3 = 1.1 默认值 土 K = 0.6 γfL = 1.5 γf3 = 1.1 K = Ko γfL = 1.2 γf3 = 1.1 LLSC K = 0.6 γfL = 1.5 γf3 = 1.1 K = Ko γfL = 1.5 γf3 = 1.1 BS 8002系数 图A/2a
LLSC K = 0.6 γfL = 1.5 γf3 = 1.1 A/4
土 K = 0.6 γfL = 1.5 γf3 = 1.1 默认值 土 K = 0.6 γfL = 1.5 γf3 = 1.1 LLSC K = 0.6 γfL = 1.5 γf3 = 1.1 2001年11月