内力组合表.docx
杆件及截面编号恒载活载风1就吊车1（左跨）吊车2（右跨）左风右风左刹车右刹车RMaXAB柱RMaXDC柱左刹车右刹车RMaXDC柱RMaXE柱边柱AB截面(A)标准值M17.93226.683-29.84422.33115.837-15.93713.67321.64211.856-11.856-13.47913.149N-23.713-23.0540.063-0.330-0.4490.499-125.456-39.738-0.6610.6610.971-2.601V-6.561-9.6529.771-5.274-3.9173.917-10.095-4.533-2.3222.3222.704-2.609组合1MZ选项M1.2×17.932+O.9×1.4(26.683+22.331+15.837+21.642+11.586+13.149)=161.666Mk=129.160N-1.2×23.713+0.9×1.4(-23.054-0.33-0.449-39.738-0.661-2.601)=-112.665Nk=-90.546V-1.2×6.561+0.9×1.4(-9.652-5.274-3.917-4.533-2.322-2.609)=一43.540Vk=34.868组合2MM(IX选项M1.2×17.923+0.9×1.4(-29.844-15.937+13.673-11.856-13.479)=-50.871N-1.2×23.713+0.9×1,4(0.063+0.499-125.456+0.661+0.971)=-183.766V-1.2×6.561+0.9×1.4(-9.652+3.917-10.095+2.322+2.704)=-21.486组合3NI选项M1.2×17.932+0.9×1.4(-29.844-11.856-13.479)=-48.007N-1.2×23.713+0.9×1.4(0.063+0.661+0.971)=-26.320V-1.2×6.561+O.9×1.4(9.771+2.322+2.704)=10.771组合4NMaX选项M1.2×17.932+O.9×1.4(26.683+22.331+15.837+13.673+11.856+13.149)=151.965Mk=121.461N-1.2×23.713+O.9×1.4(-23.054-0.33-0.449-125.456-0.661-2.601)=-220.67Nk=-176.264V-1.2×6.561+0.9×1.4(-9.652-5.274-3.917-10.095-2.322-2.609)=-50.548Vk=-40.43u,1表示该项荷载参与内力组合,以下表中符号表示相同意思。M单位为kNM,N单位为kN,V单位为kN。续表1杆件及截面编号恒载活载风戟吊车1（左跨）吊车2（右跨）左风右风左刹车右刹车RMaXAB柱RMaXDC柱左刹车右刹车RMaXDe柱RMUXE柱边柱AB戳面G卜标准值M18.81127.676-10.3187.0245.383-5.38342.82010.9331.426-1.426-1.6611.461N-19.900-23.0540.063-0.33-0.4490.499-125.456-39.738-0.6610.6610.971-2.601V-6.561-9.6520.600-0.57-3.9173.917-10.095-4.533-2.3222.3222.704-2.609组合1选项M1.2×18.811+0.9×1.4(27.676+7.024+5.393+42.82+1.426+1.461)=130,681N-1.2×19.9+0.9×1.4(-23.054-0.33-0.449-125.456-0.661-2.601)=-216.094V-1.2×6.561+0.9×1.4(-9.652-0.57-3.917-10.095-2.322-2.609);-44.621组合2Mmox选项M1.2×18.811+0.9×1.4(-10.318-1.426-1.661)=5.683N-1.2×19.9+0.9×1.4(0.063+0.661+0.971)=-21.744V-1.2×6.561÷0.9×1.4(0.6+2.322+2.704)=-0.784组合3Nz选项M1.2×18.811+0.9×1.4(-10.318-1.426-1.661)=5.683N-1.2×19.9+0.9×1.4(0.063+0.661+0.971)=-21.744V-1.2×6.561+0.9×1.4(0.6+2.322+2.704)=-0.784组合4选项M1.2×18.811÷0.9×1.4(27.676+7.024+5.393+42.82+1.426+1.461)=130.681N-1.2×19.9+0.9×1.4(-23.054-0.33-0.449-125.456-0.661-2.601)=-216.094N-xMaxV-1.2×6.561+0.9×1.4(-9.652-0.57-3.917-10.095-2.322-2.609)=-44.621续表2杆件及截面编号恒载活载风战吊车1（左跨）吊车2（右跨）左风右风左刹车右刹车RMaXAB柱RMaXDC柱左刹车右刹车RMaXDC柱RMaXE柱边柱AB截面GI标准值M-18.811-27.67610.318-7.024-5.3835.38335.57612.966-1.4261.4261.661-1.461N-19.900-23.0540.063-0.330-0.4490.4490.894-1.288-0.6610.6610.971-2.601V-6.561-9.6520.600-0.57-3.9173.917-10.095-4.533-2.3222.3222.704-2.609组合1Mk选项M-1.2×18.811+0.9×1,4(10.318+5.383+35.576+1.426+1.661)=45.925N-1.2×19.9+0.9×1.4(0.063+0.449+0.894+0.661+0.971)=-20.052V-1.2×6.561+0.9×1.4(0.6+3.917-10.095+2.322+2.704)=-8.569组合2MMaX选项M-1.2×18.811+0.9×1.4(-27.676-7.024-1.426-1.461)=-69.933N-1.2×19.9+0.9×1.4(-23.054-0.33-0.661-2.601)=-57.454V-1.2×6.561+0.9×1.4(-9.652-0.57-2.322-2.609)=-26.966组合3NZ选项M-1.2×18.811÷0.9×1.4(10.318+5.383+35.576+1.426+1.661)=45.925N-1.2×19.9+0.9×1,4(0.063+0.449+0.894+0.661+0.971)=-20.052V-1.2×6.561+O.9×1.4(0.6+3.917-10.095+2.322+2.704)=-8.569组合选项4N-1YMaxM-1.2×18.811+0.9×1.4(-27.676-7.024-5.383+12.966-1.426-1.461)=-60.378N-1.2×19.9+0.9×1.4(-23.054-0.33-0.449-1.288-0.661-2.601)=-59.643V-1.2×6.561+0.9×1.4(-9.652-0.57-3.917-4.533-2.322-2.609)=-37.613续表3风i或吊车1（左跨）吊车2（右跨）杆件及截面编号恒载活载左风右风左刹车右刹车RMaXAB柱RMaXDC柱左刹车右刹车RMaXDC柱RMaXE柱标M22.73833.453-11.2887.1267.657-7.657-30.521-12.082-1.1521.152-1.2782.765准值N-19.49-23.0540.063-0330-0.4490.4490.894-1.288-0.6610.6610.971-2.601V-6.561-9.652-0.397-0.4381.433-1.433-10.095-4.533-2.3222.3222.704-2.609组合选项边截1MI.2×22.738+0.9×1.4(33.453+7.126+1.152+2.765)=83.351柱Mj1N-1.2×19.49+0.9×1.4(-23.054-0.33+0.661-2.601)=-55.296面V-1.2×6.561+0.9×1.4(-9.652-0.438+2.322-2.609)=-20.948组合选项叫2M1.2×22.738+0.9×1.4(-11.288-7.657-30.521-1.152-1.278)=-38.103
