46×10×01×3951817KNmM4Fhh4kam4gh4165×10×01×19753259KNmM5005mgL23×10×2５５７５KNmM6mgL６×10×１６０KNm动态弯矩：M（FmtFf）h２．７８×395１１０KNmMM1M2M3M4M5M6M’3804KNm基础平面尺寸确定满足两个条件①NGγdda2a46090025220×12×6658KNm
σMMWd308×6685KNm
fNGγdda2aσM5885665KNmσd200KNm②NGγdda2aεσM5815×8545KNm04、初步确定基础高度：Hx（aa0）038×（619）16mh015稳点性验算基础重量
满足要求满足要求
h016007153m取
2Mka2×380×146177KNVγ6×6×15×251350KN5、验算混泥土基础的冲切强度：C25
满足要求
σtNa215603643KNm
a6m≥a02h0192×1549m则A1a2a02h0aa2a02h0019mA2a0h0a187m075RLA2kA1075×143×18722×019455KNm43KNm6、配筋计算：HPB235Mσtaa022aa02443×412×2×61924418KNm所需钢筋截面积：Fg
2×418×106kM425201mmσS×0875h0210×0875×1070
Fg（aH）4252016000×1500004015
则取015
钢筋面积为015×6000×150013500mm
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