基础设计2.xls

弯矩M轴力N剪力V地耐力fk 基础底面基础底面基础埋深D 基础高度H 修正地耐力f 自重G估算基底面积 n.mmnnkn/m2长度L1mm宽度L2mm mmmmkn/m2nm2 2.70E083.40E041.00E05180360024001800700208.64702623.00 3.04E082.85E052.14E041405500550020001000173154901410.92 1.88E083.36E052.05E0414035003500200010001736850146.08 1.85E081.15E051.28E0414035003500200010001736850144.76 4.69E082.24E061.13E051405500550020001000173154901422.55 1.45E092.56E051.16E051405500550020001000173154901410.74 4.12E086.52E047.35E0413540002600200010001685779203.83 2.46E088.61E046.19E0413540002600200010001685779203.95 3.99E089.36E046.86E0413540002600200010001685779204.00 8.14E071.23E061.04E04135400030002000100016865472011.20 2.20E085.60E058.08E0313540003000200010001686547207.23 1.74E087.00E051.62E0313540003000200010001686547208.06 1.95E078.22E045.01E0313540003000200010001686547204.39 2.00E084.93E058.81E0313540003000200010001686547206.83 5.06E087.46E046.93E0316025002000200014001933187202.34 基基础础底底面面积积验验算算基基础础高高度度H验验算算 设计弯矩Md设计轴力 Nd 偏心矩eoPmaxPminPmax Vs 1.2fPmaxPmin/2 Vs f砼抗拉强度ft基础顶面长度h n.mmnmmkn/m2kn/m2kpamm 340000000.00504262.00674.25207.750.00 OkOk1.11200 325400000.001834014.00177.4372.3648.89 OkOk1.12000 208460000.001021014.00204.17112.5254.18 OkOk1.11400 197630000.00800014.00247.0392.9637.65 OkOk1.11400 582000000.003789014.00153.60146.25104.27 OkOk1.12000 1566000000.001805014.00867.58116.143.20 OkOk1.12000 522304000.00643132.00812.13203.050.00 Go OnOk1.11000 339320500.00664015.00511.01112.7914.91 OkOk1.11000 501945000.00671479.00747.52230.330.00 Go OnOk1.11000 96998500.001881920.0051.54168.95144.70 OkOk1.11000 232118500.001214720.00191.09130.2472.21 OkOk1.11000 176434500.001354720.00130.24134.9590.84 OkOk1.11000 27009000.00736964.0036.6564.7958.04 OkOk1.11000 213218000.001147720.00185.78122.3068.99 OkOk1.11000 519167000.00393320.001319.9699.330.00 OkOk1.1800 基基础础底底板板配配筋筋 基础顶面宽度b基底净反力Pn局部荷载设计值Fl 斜截面抗剪强度VuFl Vs Vu沿长度弯距M1沿宽度弯距M2配筋面积As1 mmkn/m2nnn.mmn.mmmm 120069.589265.7818548.5Ok5666666.71983333.345.1 100021.256408.81251508.5Ok57706611.6103341942.1316.4 100056.612241.31251508.5Ok40320000.060000000.0221.1 100037.08011.81251508.5Ok13800000.020535714.375.7 100095.0253398.31251508.5Ok453553719.0812231405.02486.8 100064.9173141.61251508.5Ok51834710.792826446.3284.2 70081.6113509.31060438.5Ok13873226.08488533.276.1 70057.279591.41060438.5Ok18315883.411206837.1100.4 70081.4113216.21060438.5Ok19903777.612178413.1109.1 700114.4179683.31060438.5Ok256945000.0202871500.01408.8 70075.7118878.61060438.5Ok117250000.092575000.0642.9 70080.4126270.91060438.5Ok146562500.0115718750.0803.6 70010.216068.71060438.5Ok17219837.513595961.394.4 70067.7106397.41060438.5Ok103221875.081499062.5566.0 500264.1-272043.81680178.5Ok8084775.08112750.031.3 锚锚拴拴计计算算 配筋面积As2底板应力max底板应力min受压区长度x 形心至合力距离a 锚拴至合力距离y锚拴受力Nt mmkpakpammmmmmkn 15.80.96-0.91615.11394.96694.96369.19 566.60.60-0.311312.50562.501262.50113.81 329.00.82-0.34991.91369.36719.3688.82 112.60.65-0.48801.64432.79782.79172.50 43.12467 4453.41.820.421628.13457.291157.29-479.86 509.02.30-2.051058.85647.051347.05953.46 119.1822 46.53.62-3.44513.19328.94728.94535.78 133.9449 61.42.23-1.99529.12323.63723.63302.00 75.50062 66.83.55-3.29519.54326.82726.82506.90 126.7243 1112.32.451.06698.99267.00667.00-369.21 -92.3034 507.62.69-1.09712.12262.63662.63110.06 27.51524 634.52.49-0.49835.25221.58621.5830.397.59811 74.50.28-0.05851.47216.18616.182.79 0.698164 446.92.42-1.01705.42264.86664.86104.4226.1045 31.49.67-9.30407.86264.05564.05862.17215.542