メ逍遥浪子メ - 2008/9/10 10:45:00
普通混凝土试件大于等于10组的强度评定计算实例!~最好详细一点的!~谢谢了!~äDÇSa Wabbs.3c3t.comIK2loR
sunduzi - 2008/9/10 11:19:00
自己去看评定标准附录D,里面有公式äDÇSa Wabbs.3c3t.comIK2loR
137285966 - 2008/9/10 20:50:00
这样不对,做为管理员,这样对待朋友,不合理äDÇSa Wabbs.3c3t.comIK2loR
tshrain199 - 2008/9/13 17:20:00
设计值 平均值 方差 最小值 判定系数 äDÇSa Wabbs.3c3t.comIK2loR
n fcu,k mfcu sfcu fcu,min λ1 λ2 0.9fcu,k 0.95fcu,k 1.15fcu,k mfcu-λ1.sfcu λ2.fcu,k äDÇSa Wabbs.3c3t.comIK2loR
50 40 52.4 2.7 45.2 1.6 0.85 36.0 38.0 46.0 48.2 34.0 äDÇSa Wabbs.3c3t.comIK2loR
每组强度值(MPa)äDÇSa Wabbs.3c3t.comIK2loR
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20äDÇSa Wabbs.3c3t.comIK2loR
50.3 48.6 50.3 48.5 54.1 50.2 51.5 50.9 51.9 56.6 51.9 52.2 55.3 53.4 54.8 54.1 53.5 56.2 55.2 53.6 äDÇSa Wabbs.3c3t.comIK2loR
53.6 52.0 53.0 52.1 48.1 48.8 46.8 50.0 48.4 50.3 54.5 53.3 45.2 48.5 55.9 53.4 55.1 55.6 55.1 54.2 äDÇSa Wabbs.3c3t.comIK2loR
50.9 50.6 53.9 54.2 54.3 54.5 54.2 55.0 52.3 52.7 äDÇSa Wabbs.3c3t.comIK2loR
äDÇSa Wabbs.3c3t.comIK2loR
äDÇSa Wabbs.3c3t.comIK2loR
因为:mfcu-λ1.sfcu=48.2>0.9fcu,k=36.0äDÇSa Wabbs.3c3t.comIK2loR
fcu,min=45.2>λ2.fcu,k=34.0äDÇSa Wabbs.3c3t.comIK2loR
所以,评定合格äDÇSa Wabbs.3c3t.comIK2loR