桥面附属设施总结概要 

偏心距 e = -0.015(m

7

Zn = 0.938(m

基底压应力: 趾部=179.078 踵部=197.611(kPa

1 23 1 2 2 2 1 24 1 7 1 25 1 7 1 26 1 2 2 2 1 27 1 7 1 28

1 7 1 29 1 2 2 2 1 30 1 7 1 31 1 7 1 32 1 2 2 2 1 33 1 7 1 34 1 7

1 35 1 2 2 2 1 36 1 7 1 37 1 7 1 38 1 2 2 2 1 39 1 7 1 40 1 7 1 41

1 2 2 2 1 42 1 7 1 43 1 7 1 44 1 2 2 2 1 45 1 7 1 46 1 7 1 47 1 2

2 2 1 48 1 7 1 49 1 7 1 50 1 2 2 2 1 51 1 7 1 52 1 7 1 53 1 2 2 2