10 BD31-01地下框架结构设计规范 - 图文

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