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说明：1.蓝色字体为人工输入数据。2.所有内力均为标准值。3.Ag为计算配筋面积；Ag1为实际配筋面积；工程名称：计算人：基本参数：水平荷载、环向配筋、仓壁裂缝宽度计算：S（m）e-μks/ρChPh(kN/m)Np(kN/m)Ag(mm2/m)根数直径0.70.9471.3133.8813.58592161.70.8771.76112.1642.571842202.70.8112.00021.1373.953202223.70.7512.00027.9097.644232254.70.6952.00034.16119.585182255.70.6432.00039.96139.876062256.70.5952.00045.33158.666882251.0001.0000.000.0002251.0001.0000.000.0002201.0001.0000.000.000225仓底或漏斗顶面的竖向压力：Pv=107.20(kPa)仓底或漏斗顶面以上的总竖向摩擦力：Pf=93.80(kN/m)物料自然安息角φ摩擦系数μ侧压力系数k筒仓类型判断储料容重γ贮料计算高度hn仓壁高度h筒仓直径Dn(m）说明：1.蓝色字体为人工输入数据。2.所有内力均为标准值。3.Ag为计算配筋面积；Ag1为实际配筋面积；Ag2为裂缝要求配筋面积；工程名称：子项名称：计算时间：基本参数：7仓壁厚度（mm）2006.7钢筋抗拉强度设计值fy3006.73016钢筋保护层厚度c303520.5钢筋相对粘结特征系数ν1.00.2711.75浅仓2.012.0E+05钢筋间距Ag1(mm2/m)ψWmaxAg2(mm2/m)20020110.2000.003413048330.2000.007111069120.2000.0010811089250.2000.0013410098170.2000.0015890109080.2000.0017790109080.2000.002011208181#DIV/0!#DIV/0!#DIV/0!#DIV/0!1105712#DIV/0!#DIV/0!#DIV/0!#DIV/0!1009817#DIV/0!#DIV/0!#DIV/0!#DIV/0!1.3Pv=139.36(kPa)1.3Pf=121.94(kN/m)钢筋弹性模量Es物料自然安息角φ摩擦系数μ侧压力系数k筒仓类型判断竖向压力修正系数Cv截面水力半径ρ砼抗拉强度标准值ftk储料容重γ砼强度等级贮料计算高度hn仓壁高度h筒仓直径Dn(m）说明：1.蓝色字体为人工输入数据。2.所有内力均为标准值。3.Ag为计算配筋面积；Ag1为实际配筋面积；Ag2为裂缝要求配筋面积；工程名称：计算人：基本参数：水平荷载、环向配筋、仓壁裂缝宽度计算：S（m）e-μks/ρChPh(kN/m)Np(kN/m)Ag(mm2/m)根数直径钢筋间距0.71.0001.0005.8811.76512122001.71.0001.00014.2828.561242122002.71.0001.00022.6845.361972122003.71.0001.00031.0862.172692122004.71.0001.00039.4878.973422122005.71.0001.00047.8895.774152122006.71.0001.00056.28112.574882122001.0001.0000.000.0002251201.0001.0000.000.0002201101.0001.0000.000.000225100仓底或漏斗顶面的竖向压力：Pv=164.30(kPa)1.3Pv=仓底或漏斗顶面以上的总竖向摩擦力：Pf=82.15(kN/m)1.3Pf=12漏斗自重区段编号至锥顶距离S钢漏斗计算钢漏斗厚度mm筒仓直径Dn(m）仓壁高度h贮料计算高度hn储料容重γ物料自然安息角φ摩擦系数μ侧压力系数k筒仓类型判断1.5Nm6.816.52.768.4262.432.9535.52.0976451.740.27154.51.370.314640.973373.50.5449.5830.05224.492.5-0.521.036102-1.260.351111.5-2.30121-4.11130.5-9.03漏斗自重线荷n=L1/L2区段编号至锥顶距离S0.160.130.090.060.030.340.310.280.250.220.19α侧压力系数kξ储料容重γPv2Pv1漏斗顶料高m漏斗口料高mL2mL1mNp0.410.38说明：1.蓝色字体为人工输入数据。2.所有内力均为标准值。3.Ag为计算配筋面积；Ag1为实际配筋面积；Ag2为裂缝要求配筋面积；子项名称：计算时间：4仓壁厚度（mm）2001.5钢筋抗拉强度设计值fy3005.33031钢筋保护层厚度c303520.5钢筋相对粘结特征系数ν1.00.2711浅仓2.012.0E+05Ag1(mm2/m)ψWmaxAg2(mm2/m)11310.2000.013611310.2000.028711310.2000.0213911310.2000.0319011310.2000.0424211310.2000.0529311310.2000.063458181#DIV/0!#DIV/0!#DIV/0!#DIV/0!5712#DIV/0!#DIV/0!#DIV/0!#DIV/0!9817#DIV/0!#DIV/0!#DIV/0!#DIV/0!213.59(kPa)106.80(kN/m)钢板应力储料压力∑钢漏斗计算砼强度等级竖向压力修正系数Cv截面水力半径ρ砼抗拉强度标准值ftk钢筋弹性模量EsNpNmNpNmσpσmσ73.00118.2373.41120.986.110.111.877.18124.5677.55126.996.510.612.479.72128.3180.06130.416.710.912.880.63129.4980.94131.236.710.912.879.90128.0880.19129.456.710.812.777.55124.0977.80125.066.510.412.373.57117.5173.79118.056.19.811.667.95108.3468.14108.405.79.010.760.7096.5760.8696.055.18.09.551.8382.1951.9580.934.36.78.041.3265.1441.4162.853.55.26.329.1845.3129.2441.202.43.44.215.4022.0815.4313.061.31.11.7