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1、钢钢制制储储罐罐基基础础计计算算表表(黄色为输入项,红色为计算结果)序号罐重m(t) 罐底d(m) gk(kN/m)c(kN/m3) L(kN/m3) m(kN/m3) h(m)hL(m)14.64.753.020.4257.35181.85.123.564.752.340.4257.35181.83.82536713.315.710.4258.8182.614.44981717.980.5259.427181.514.3环墙厚b(m) KR(m)w(kN/m3) hw(m)Ft(kN)Ft(kN) Ft(kN)As HRB335(mm2)0 0. .3 31 10.332.419.8666.
2、7854.1266.782230 0. .5 55 50.332.439.84.554.4844.8954.481820 0. .2 27 70.336.689.816441.93424.86441.9314730 0. .3 32 20.338.509.815.8523.20537.01537.0117901/2As max(mm2) As sin(mm2)As(mm2)最大M(t) FkGkAPk(kPa)6114586 61 11 1105.61034.88 724.3304 20.56065 8 85 5. .5 56 61 19 99 910968221 10 09 96 654.6535.08849.405 22.964186 60 0. .2 28 88 89 95434081 14 47 73 3208020384 7032.077 145.82471 18 88 8. .0 00 07 76324741 17 79 90 0309830360.4 6535.648 235.4974 1 15 56 6. .6 67 72 28 8备注