U型桥台工程量计算已知资料:侧墙高H:侧墙顶宽:台身X:BO:a:台帽a':b:b':h:计算结果:台身单边侧墙数量:扣除后坡数量:增加端墙部分:端墙中间部分:扣除台帽占用:台身体积:台背填土8.274AO:8.50.5侧墙内坡m:31侧墙后坡:49.024前端墙内坡n:31.05基础A:9.3可不填B:8.706可不填A‘:8.9可不填B’:8.2060.95H—X:7.274140.295基础基础高:0.7516.203纵向襟宽:0.516.662横向襟宽:0.532.995上基体积:53.7051.313下基体积:59.655313.191基础体积和:113.360基坑开挖
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