L,U,UL,Ix,A,i0x,x,x,h,W1x,Iy,W1y,ioy,y,y,,,,,,

3500,1.33,4655,273000000,12016,150.7305777,37.41915173,0.879,340,1605882.353,91700000,539411.7647,87.35840741,53.28622783,0.754,,,,,,

3000,1.71,5130,273000000,12016,150.7305777,41.23743251,0.858,340,1605882.353,91700000,539411.7647,87.35840741,58.72359802,0.744,,,,,,

,,,實腹式單向壓彎構(gòu)件平面內(nèi)的穩(wěn)定計算,,,,,,,,,,,,,,,,,

x,N,A,x,結(jié)果1,x,mx,W1x,Mx,Nex（歐拉臨界力）,結(jié)果2,最終結(jié)果,,,,,,,,,

37.41915173,1360000,12016,0.879,128.7627115,1.05,1,1605882.353,91800000,18294709.82,57.88517454,186.6478861,,,,,,,,,

,,,實腹式單向壓彎構(gòu)件平面外的穩(wěn)定計算,,,,,,,,,,,,,,,,,

y,N,A,y,結(jié)果1,tx,Mx,b,W1x,結(jié)果2,最終結(jié)果,,,b箱型,b工字型,,,,,,

53.28622783,1360000,12016,0.754,150.1093149,1,91800000,0.975261062,1605882.353,58.61490567,208.7242206,,,1.4,0.975261062,,,,,,

,,,實腹式雙向壓彎構(gòu)件的穩(wěn)定計算-橫向地震作用,,,,,,,,,,,,,,,,,

強軸－工字型,,,,,,,,,,,,,,,,,,,,

x,N,A,x,結(jié)果1,x,mx,W1x,Mx,Nex（歐拉臨界力）,結(jié)果2,ty,My,by,W1y,結(jié)果3,最終結(jié)果,,,b箱型,b工字型

37.41915173,1372800,12016,0.879,129.9745959,1,1,1605882.353,64590000,18294709.82,42.78955622,1,44181000,1,539411.7647,81.90588877,254.6700409,,x,1.4,0.975261062

,,,,,,,,,,,,,,,,,,y,1.4,1

,,,,,,,,,,,,,,,,,,,,,

弱軸-工字型,,,,,,,,,,,,,,,,,,,,

y,N,A,y,結(jié)果1,y,my,W1y,My,Ney（歐拉臨界力）,結(jié)果2,tx,Mx,bx,W1x,結(jié)果3,最終結(jié)果,,,,

53.28622783,1372800,12016,0.754,151.5221085,1.2,1,539411.7647,44181000,9021597.493,77.71557716,1,64590000,0.975261062,1605882.353,41.24114114,270.4788268,,,,

強軸－箱型,,,,,,,,,,,,,,,,,,,,

x,N,A,x,結(jié)果1,x,mx,W1x,Mx,Nex（歐拉臨界力）,結(jié)果2,ty,My,by,W1y,結(jié)果3,最終結(jié)果,,,b箱型,b工字型

37.41915173,1372800,12016,0.754,151.5221085,1,1,1605882.353,64590000,18294709.82,42.78955622,1,44181000,1.4,539411.7647,58.50420626,252.8158709,,x,1.4,1.07

弱軸－箱型,,,,,,,,,,,,,,,,,,,,

y,N,A,y,結(jié)果1,y,my,W1y,My,Ney（歐拉臨界力）,結(jié)果2,tx,Mx,bx,W1x,結(jié)果3,最終結(jié)果,,,,

53.28622783,1,12016,0.754,0.000110374,1.05,1,539411.7647,1,9021597.493,1.76559E-06,1,1,1.4,1605882.353,4.44793E-07,0.000112585,,,,

,,,,,箱型,工型,,,,,,,,,,,,,,

,,,,y,1.05,1.2,,,,,,,,,,,,,,

,,,實腹式雙向壓彎構(gòu)件的穩(wěn)定計算－縱向地震作用,,,,,,,,,,,,,,,,,

強軸,,,,,,,,,,,,,,,,,,,,

x,N,A,x,結(jié)果1,x,mx,W1x,Mx,Nex（歐拉臨界力）,結(jié)果2,ty,My,by,W1y,結(jié)果3,最終結(jié)果,,,b箱型,b工字型

37.41915173,1372800,12016,0.879,129.9745959,1,1,1605882.353,64590000,18294709.82,42.78955622,1,44181000,1,539411.7647,81.90588877,254.6700409,,x,1.4,0.975261062

,,,,,,,,,,,,,,,,,,y,1.4,1

,,,,,,,,,,,,,,,,,,,,,

弱軸,,,,,,,,,,,,,,,,,,,,

y,N,A,y,結(jié)果1,y,my,W1y,My,Ney（歐拉臨界力）,結(jié)果2,tx,Mx,bx,W1x,結(jié)果3,最終結(jié)果,,,,

53.28622783,1372800,12016,0.754,151.5221085,1,1,539411.7647,44181000,9021597.493,93.2586926,1,64590000,0.975261062,1605882.353,41.24114114,286.0219422,,,,

強軸－箱型,,,,,,,,,,,,,,,,,,,,

x,N,A,x,結(jié)果1,x,mx,W1x,Mx,Nex（歐拉臨界力）,結(jié)果2,ty,My,by,W1y,結(jié)果3,最終結(jié)果,,,b箱型,b工字型

37.41915173,1372800,12016,0.879,129.9745959,1,1,1605882.353,64590000,18294709.82,42.78955622,1,44181000,1.4,539411.7647,58.50420626,231.2683584,,x,1.4,1.069934603

弱軸－箱型,,,,,,,,,,,,,,,,,,,,

y,N,A,y,結(jié)果1,y,my,W1y,My,Ney（歐拉臨界力）,結(jié)果2,tx,Mx,b