深基坑手算计算书

..表1c(kPa)()(m)(kN/m3)精品文档放心下载160.76.0219.44.0感谢阅读20.24.8谢谢阅读21.16.1精品文档放心下载谢谢阅读。T

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22T3图1.11..word...Ka1Ka23Ka4tan2(45/2)tan2(4515/2)0.5891tan2(45/2)tan2(4522/2)0.45522(45/2)tan2(4520/2)0.4903tan2(45/2)tan2(4524/2)0.4224Ka1Ka2Ka30.700Ka4Kp1Kp23Kp4tan2(45/2)tan2(4515/2)1.6981tan2(45/2)tan2(4522/2)2.1982tan2(45/2)tan2(4520/2)2.0403tan2(45/2)tan2(4524/2)2.371412Kp341.4282谢谢阅读ea011126.0mea6(qz)Ka1111Ka1(200.58920.70.76767.250kPa感谢阅读e'a6(qz)Ka11222(200.45520.675精品文档放心下载ep62Kp221.48364.362kPae"'e6a6ep6E0.567.250)6233.868kN/m..word...t1et1图3.21tm0tm精品文档放心下载11ee't1619.4t0.4552.198211(40.877)kPa1tKa212(tKp2122Kp)2Ea0.5(40.87740.877111233.86816.592t40.877t2112.719mt33.8142.71940.877e132.817kPa1t1Mmax110.7066(0.560.5(67.25010.706)6(162.719)32.7190.52.7190.540.877)2.71912.7193827.266kNm/m(2)谢谢阅读精品文档放心下载ee'a62z2Ka223.48519.440.45558.793kPae'a10(q2z2)Ka33Ka3z11..word...(2060.49020.70060.564kPa谢谢阅读ea11.5ez3''3260.56420.21.50.49075.411kPaep11.53Kp321.42869.972kPae'11.5ea11.5ep11.575.4112deea11.5dp11.5d323323e'

d5.43920.174m11.5(KpKa)(2.040333Ea233.8680.5(23.48540.5(75.4111.52500.878kN/m感谢阅读6(0.5641.50.5(67.250

Ma10.706)6(162341.523.4854(0.541.50.174)0.5(58.7934感谢阅读(1460.5641.5(0.51.50.174)0.5(75.41160.564)精品文档放心下载31.5(11.50.55.4390.17420.174m/m谢谢阅读33T12a2/m5.5442.006kNtmtm精品文档放心下载22et2t25.439,et231.259t2..word...T1et2d25.439t2图3.32Ea0.5t2Te21t2500.878442.0060.5t2et2t2231.2591.94160.674kPaM6(0.5644.50.1740.5(67.25010.706)6max2精品文档放心下载(1641.50.17423.4854(0.541.50.1740.5精品文档放心下载3(58.7934(141.560.5641.5(0.51.50.174精品文档放心下载310.5(75.41160.564)1.5(31.50.1740.55.4390.174精品文档放心下载(20.1740.51.94160.67411.941442.006(5.50.174精品文档放心下载33270.607kNm/m谢谢阅读ea14.8e'3z3360.56420.24.80.490108.074kPae'a14.8(qz22z33)Ka4Ka4z114(20644.2)0.42220.649谢谢阅读96.267kPa..word...ee'a14.54zKa4496.26720.22.20.422115.856kPaep174Kp421.54062.524kpae"17ea17ep17d3T1T2d396.267115.856et3t3图3.43edKa44dKp444Kp4dd332.3712dE0.567.250)60.5(23.48558.796)40.560.564a3精品文档放心下载108.074）4.80.596.267115.856）2.20.553.3321.2971070.076kN/m感谢阅读..word...Ma10.7066(0.5644.82.51.297)0.5(67.25010.706)6感谢阅读3(1644.82.21.297)4(0.544.82.21.297)0.5精品文档放心下载3(58.7934(144.81.297)4.8(0.54.82.2谢谢阅读31.297)0.560.564)4.8(14.82.21.297)2.2谢谢阅读3(0.52.21.297)0.596.267)2.2(12.21.297)0.553.33精品文档放心下载21.29721.297m/m33精品文档放心下载T2MaT315.51.2977931.991442.0061.297)5.51.297/mtm谢谢阅读3e.t3td3et341.120t33Ea0.5t3TT41.120t31231070.076442.006438.3030.541.120tt33.038m3t3et341.1203.038124.922kPa..word...M10.7066(0.5644.82.21.2970.5(67.25010.706)max3谢谢阅读6(1644.82.21.2974(0.544.82.21.297感谢阅读30.5(58.7934(144.82.21.29760.5644.8谢谢阅读3(0.54.82.21.2970.560.564)4.8(14.82.21.2感谢阅读396.2672.2(0.52.21.2970.596.267)2.2谢谢阅读(12.21.2970.553.3321.297(21.2970.5124.922精品文档放心下载333.03813.038442.0061.2975.51.297精品文档放心下载395.109kNm/mTdEa3T1T21070.076442.006438.303189.767kN/me41.120hh图3.5对OM(O)0：189.767h0.5(41.120h)h1h03h5.262m谢谢阅读ha1.2(ht)1.2(5.2623.038)9.96m3L179.9626.96m谢谢阅读3..word...M827.2661.51240.899kNmc谢谢阅读M1.251.11240.899M0c1706.236kNm1.251240.899kNMm。M1.251.11240.8992047.0kNm感谢阅读查?基坑工程手册?附表14-4选用25，截面容许弯矩设计值谢谢阅读M2068.0kNm2047.0kNm@150感谢阅读20@2000。4o175谢谢阅读fptk1470N/。2o。谢谢阅读T1442.0062884.012kNT2438.3032876.606kNTd11.25T011.251.1884.0121215.517kNTd21.25T021.251.1876.6061205.333kNu1精品文档放心下载okNu2okN锚杆的锚固长度la:lkNu147mla2dmliikNu2dmliilf：..word...l1