工况2牛腿前移受力分析

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1、工况2牛腿前移受力分析一、牛腿+台车按260knih移至主梁往前2()米处时，反力如下:0.09QMIDAS/GvilPOSTPROCESSORREACTIONFORCE內力・XYZ3X6力节X?=5Fx：o.ooooe*oooFY:0.0000E+000FZi2.0338E*003FXYZ:2.0338E+003OID04内力图:OO9QOIDCBs1MAX:5MIN:5文件：X◎愉kNBW：01/11/2013X:0.000Zi0.000MIDAS/GvilPOST-PROCESSORCB:1MAXi7MINI7文係衆M

2、ftikN*mHW：01/12/2013:R鴉•方的Xi0X)00LZ:0X)00二、牛腿+台千按260knih移至前方墩身处时，反力如下:0・&022・0・092・MIDAS/CivilPOST・PROCESSORREACTIONFORCE"・XYZTtf-5FX:OQOOOE+OOOFY:o.ooooe*oooFZ:1.8887E*003FXYZ:1.8887E-H003内力图:OinCB:1MAX!5MIN:5文件：衆kN日期：01/11/201MX:OXX)OZ:OXXJOMIDAS/GvilPOST・PROCESS

3、ORBEAMDIAGRAM-864.8XT7,oID975670W8399901e*00343102e+00386303e+00m29503e+00300000*4-00084096^4-00340W5e*003976W003544W00311293«*00313S00e+003CB:1MAXi7MINi7kN*m日期：0l“2/201M眾朴育*1£Zi0.000