基础计算1.xls

偏心荷载作用单位N;MM 冲切验算底面积验算 弯矩M轴力N剪力v标准值Fk设计值F基础埋深D 基础长度L1 基础宽度L2基础高度H1估算面积A静反力Pnmax基础顶面长h 基础顶面宽bFlVu重力G偏心矩e 2.14E081.83E059.43E0414019530005000350012001626666.673.68E-02120050090467.66 1280218.5Ok14982002.28E02 2.06E082.17E051556314019530005500350012001928888.892.45E-02120050081829 1280218.5Ok16242001.27E02 3.06E081.38E056451714019530005500350012001226666.673.11E-021200500103697.8 1280218.5Ok16242002.40E02 1.10E081.71E0550018140195300050003500120015200002.35E-02120050057786.78 1280218.5Ok14982001.20E02 4.36E082.05E053682914019530005500350012001822222.223.91E-021200500130457.8 1280218.5Ok16242002.75E02 4.74E081.28E051.07E0514019530005500350012001137777.784.44E-021200500148172.8 1280218.5Ok16242003.80E02 2.18E082.03E0683838140195300050003500120018044444.41.41E-011200500347628.4 1280218.5Ok14982001.05E02 6.06E085.19E053075014019530005500350012004613333.336.44E-021200500214925.6 1280218.5Ok16242003.09E02 5.24E081.84E058660514019530005500350012001635555.564.81E-021200500160387.2 1280218.5Ok16242003.76E02 4.64E082.04E052.01E0514019530005500350012001809244.445.74E-021200500191351.7 1280218.5Ok16242004.52E02 2.20E082.29E0688634140195300055003500120020355555.61.40E-011200500468505.6 1280218.5Ok16242009.70E01 1.00E081.78E054611414019530005000350012001582222.222.27E-02120050055898.33 1280218.5Ok14982001.09E02 4.34E082.03E061.78E05140195300055003500120018044444.41.48E-011200500494310.6 1280218.5Ok16242002.06E02 1.03E095.18E057016714019530005500350012004604444.449.24E-021200500308304 1280218.5Ok16242005.40E02 6.93E081.87E051.03E0514019530005500350012001658666.675.95E-021200500198358.7 1280218.5Ok16242004.85E02 3.39E082.02E061.37E05140195300055003500120017955555.61.38E-011200500460672.8 1280218.5Ok16242001.61E02 8.43E085.19E055272414019530005500350012004613333.338.01E-021200500267197.5 1280218.5Ok16242004.38E02 6.18E081.87E-019.56E0414019530005500350012001.661866674.48E-021200500149345.9 1280218.5Ok16242004.86E02 PmaxPmine Vs 6/L1 Pmax Vs 1.2fPmin/Pmax Vs 0.25M1AS1M2AS2 1.22E-016.98E-02OKOkOk2.07E08 1013.147 1.62E08 802.8312 1.09E-018.24E-02OKOkOk1.72E08 842.3336 1.18E08587.667 1.15E-016.76E-02OKOkOk2.18E08 1067.4471.5E08744.721 1.09E-018.17E-02OKOkOk1.32E08 647.1543 1.03E08 512.8134 1.23E-016.66E-02OKOkOk2.74E081342.91 1.89E08 936.9019 1.29E-015.32E-02OKOkOk3.11E08 1525.266 2.14E08 1064.125 2.27E-011.76E-01OKOkOk7.95E08 3893.091 6.21E08 3084.936 1.49E-017.39E-02OKOkOk4.52E08 2212.407 3.11E081543.52 1.32E-015.54E-02OKOkOk3.37E08 1650.999 2.32E08 1151.845 1.42E-014.81E-02OKOkOk4.02E08 1969.741 2.77E081374.22 2.25E-011.82E-01OKOkOk9.84E08 4822.716 6.77E08 3364.642 1.08E-018.32E-02OKOkOk1.28E08 626.0054 99848394 496.0548 2.33E-011.47E-01OKOkOk1.04E09 5088.348 7.15E08 3549.965 1.77E-014.58E-02OKOkOk6.48E08 3173.628 4.46E082214.13 1.44E-014.43E-02OKOkOk4.17E082041.87 2.87E08 1424.542 2.22E-011.56E-01OKOkOk9.68E08 4742.086 6.66E08 3308.389 1.64E-015.82E-02OKOkOk5.61E08 2750.485 3.86E08 1918.918 1.29E-013.96E-02OKOkOk3.14E08 1537.341 2.16E081072.55 弯矩M轴力N剪力v底板厚宽b 底板长度lx0柱脚应力 应力max应力min 4.50E08 1.10E05 1.20E068004005.38E02 1.71E00 2.10E00 -1.41E00 1.80E08 6.00E05 9.00E048004006.19E02 2.161458 2.58E001.17E00 4.50E08 1.40E05 1.20E058004005.62E02 1.804688 2.20E00 -1.32E00 5.00E07 7.00E05 5.00E058004004.90E02 1.896701 2.38E001.99E00 1.00E08 1.30E05 6.70E048004008.83E02 0.706597 7.97E-011.56E-02 2.50E08 1.00E05 5.50E048004005.94E02 1.072049 1.29E00 -6.64E-01 m底板厚度taynt总nt/根 1.41E00 2.10E04 25.72669 220.6667 520.6667817.6568502 102.207106 1.17E00 2.65E04 28.91614193.75493.75129.1139241 16.1392405 1.32E00 2.21E04 26.42213 212.6667 512.6667819.6879064 102.460988 1.99E00 2.32E04 27.08734 236.6071 536.6071 -215.47421 -26.934276 1.56E-02 8.66E03 16.53304 105.7692 405.7692212.5592417 26.5699052 6.64E-01 1.31E04 20.36452202502457.7689243 57.2211155