钢结构计算表格-基础计算1.xls

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1、偏心荷载作用(单位：N;MM)冲切验算弯矩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bFlVu2.14E+081.83E+059.43E+0414019530005000350012001626666.673.68E-02120050090467.66 1280218.5Ok2.06E+082.17E+051556314019530005500350012001928888.892.45E-02120050081829 1280218.5Ok3.06E+081.38E+05645171401953000

2、5500350012001226666.673.11E-021200500103697.8 1280218.5Ok1.10E+081.71E+0550018140195300050003500120015200002.35E-02120050057786.78 1280218.5Ok4.36E+082.05E+053682914019530005500350012001822222.223.91E-021200500130457.8 1280218.5Ok4.74E+081.28E+051.07E+0514019530005500350012001137777.784.44E-02120050

3、0148172.8 1280218.5Ok2.18E+082.03E+0683838140195300050003500120018044444.41.41E-011200500347628.4 1280218.5Ok6.06E+085.19E+053075014019530005500350012004613333.336.44E-021200500214925.6 1280218.5Ok5.24E+081.84E+058660514019530005500350012001635555.564.81E-021200500160387.2 1280218.5Ok4.64E+082.04E+0

4、52.01E+0514019530005500350012001809244.445.74E-021200500191351.7 1280218.5Ok2.20E+082.29E+0688634140195300055003500120020355555.61.40E-011200500468505.6 1280218.5Ok1.00E+081.78E+054611414019530005000350012001582222.222.27E-02120050055898.33 1280218.5Ok4.34E+082.03E+061.78E+05140195300055003500120018

5、044444.41.48E-011200500494310.6 1280218.5Ok1.03E+095.18E+057016714019530005500350012004604444.449.24E-021200500308304 1280218.5Ok6.93E+081.87E+051.03E+0514019530005500350012001658666.675.95E-021200500198358.7 1280218.5Ok3.39E+082.02E+061.37E+05140195300055003500120017955555.61.38E-011200500460672.8

6、1280218.5Ok8.43E+085.19E+055272414019530005500350012004613333.338.01E-021200500267197.5 1280218.5Ok6.18E+081.87E-019.56E+0414019530005500350012001.661866674.48E-021200500149345.9 1280218.5Ok底面积验算重力G偏心矩ePmaxPmine Vs 6/L1 Pmax Vs 1.2fPmin/Pmax Vs 0.25M1AS1M2AS214982002.28E+021.22E-016.98E-02OKOkOk2.07

7、E+08 1013.147 1.62E+08 802.831216242001.27E+021.09E-018.24E-02OKOkOk1.72E+08 842.3336 1.18E+08587.66716242002.40E+021.15E-016.76E-02OKOkOk2.18E+08 1067.4471.5E+08744.72114982001.20E+021.09E-018.17E-02OKOkOk1.32E+08 647.1543 1.03E+08 512.813416242002.75E+021.23E-016.66E-02OKOkOk2.74E+081342.91 1.89E+

8、08 936.901916242003.80E+021.29E-015.32E-02OKOkOk3.11E+08 1525.266 2.14E+08 1064.12514982001.05E+022.27E-011.76E-01OKOkOk7.95E+08 3893.091 6.21E+08 3084.93616242003.09E+021.49E-017.39E-02OKOkOk4.52E+08 2212.407 3.11E+081543.5216242003.76E+021.32E-015.54E-02OKOkOk3.37E+08 1650.999 2.32E+08 1151.845162

9、42004.52E+021.42E-014.81E-02OKOkOk4.02E+08 1969.741 2.77E+081374.2216242009.70E+012.25E-011.82E-01OKOkOk9.84E+08 4822.716 6.77E+08 3364.64214982001.09E+021.08E-018.32E-02OKOkOk1.28E+08 626.0054 99848394 496.054816242002.06E+022.33E-011.47E-01OKOkOk1.04E+09 5088.348 7.15E+08 3549.96516242005.40E+021.

10、77E-014.58E-02OKOkOk6.48E+08 3173.628 4.46E+082214.1316242004.85E+021.44E-014.43E-02OKOkOk4.17E+082041.87 2.87E+08 1424.54216242001.61E+022.22E-011.56E-01OKOkOk9.68E+08 4742.086 6.66E+08 3308.38916242004.38E+021.64E-015.82E-02OKOkOk5.61E+08 2750.485 3.86E+08 1918.91816242004.86E+021.29E-013.96E-02OK

11、OkOk3.14E+08 1537.341 2.16E+081072.55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max4.50E+08 1.10E+05 1.20E+068004005.38E+02 1.71E+00 2.10E+001.80E+08 6.00E+05 9.00E+048004006.19E+02 2.161458 2.58E+004.50E+08 1.40E+05 1.20E+058004005.62E+02 1.804688 2.20E+005.00E+07 7.00E+05 5.00E+058004004.90E+02 1.896701 2.38E+0

12、01.00E+08 1.30E+05 6.70E+048004008.83E+02 0.706597 7.97E-012.50E+08 1.00E+05 5.50E+048004005.94E+02 1.072049 1.29E+00应力minm底板厚度taynt总nt/根-1.41E+001.41E+00 2.10E+04 25.72669 220.6667 520.6667817.65685 102.207111.17E+001.17E+00 2.65E+04 28.91614193.75493.75 129.113924 16.139241-1.32E+001.32E+00 2.21E+04 26.42213 212.6667 512.6667 819.687906 102.460991.99E+001.99E+00 2.32E+04 27.08734 236.6071 536.6071-215.47421-26.934281.56E-021.56E-02 8.66E+03 16.53304 105.7692 405.7692 212.559242 26.569905-6.64E-016.64E-01 1.31E+04 20.36452202502 457.768924 57.221116