排架柱内力设计值组合.doc

附录A附录A 排架柱内力设计值组合表Appendix A Combination table of bent columns internal force design value柱号、控制截面及轴向内力荷载类型恒荷载活荷载荷载编号1、屋面恒荷载2、柱、吊车梁自重3、屋面均布活荷载4、Dmax在A柱5、Dmin在A柱6、Tmax7、左风8、右风控制截面各截面内力MVNMNMVNMVNMVNMVMVMV-+24.85-10.64-332.940-18.72+4.77-2.03-63-18.74+4.740-18.74+4.7408.869.84+38.57-16.97-51.70+17.68-75.03-10.64-332.94+3.53-55.30-14.13-2.03-63+67.01+4.74-341.98+14.74+4.74-132.848.869.84+38.57-16.97-51.70+17.68-+30.31-10.64-332.94+3.53-113.96+5.96-2.03-63+24.25+4.74-341.98-32.19+4.74-132.84106.279.84+389.46-53.27-342.03+40.38-内力组合恒荷载+0.9（任意两种或两种以上活荷载）恒荷载+任意一种活荷载组合项目MV、N组合项目MV、N+Mmax及相应N、V1+2+0.9（3+7）+Mmax=24.85+0+0.9（4.77+38.57）=63.86V=-10.64+0-0.9(2.03+16.97)=-27.74 N=-332.94-18.72-0.9(63+0)=-408.361+2+7+Mmax=24.85+0+38.57=63.42V=-10.64+0-16.97=-27.61 N=-332.94-18.72-0=-351.66-Mmax及相应N、V1+2+0.9(4+6+8)-Mmax=24.85+0-0.9(18.74+8.86+51.70)=-46.52V=-10.64+0+0.9(4.74+9.84+17.68)=18.39 N=-332.94-18.72-0.9(0+0+0)=-351.661+2+8-Mmax=24.85+0-51.70=-26.9V=-10.64+0+17.68=7.04 N=-332.94-18.72-0=-351.66Nmax及相应M、V1+2+0.9（3+4+6+8）M=24.85+0+0.9(4.77-18.74-8.86-51.70)=-42.23V=-10.64+0+0.9(-2.03+4.74+9.84+17.68)=16.57 Nmax=-332.94-18.72-0.9(-63+0+0+0)=-408.361+2+3M=24.85+0+4.77=-29.62V=-10.64+0-2.03=-12.67 Nmax=-332.94-18.72-63=-414.66Nmin及相应M、V1+2+0.9（4+6+8）M=24.85+0-0.9(18.74+8.86+51.70)=-46.52V=-10.64+0+0.9(4.74+9.84+17.68)=18.39 Nmin=-332.94-18.72-0.9(0+0+0)=-351.661+2+8M=24.85+0-51.70=-26.9V=-10.64+0+17.68=7.04 Nmin=-332.94-18.72-0=-351.66-+Mmax及相应N、V1+2+0.9（4+6+7）+Mmax=-75.03+3.53+0.9（67.01+8.86+38.57）=31.50V=-10.64+0+0.9(4.74-9.84-16.97)=-30.50 N=-332.94-55.30-0.9(341.98+0+0)=-696.021+2+4+Mmax=-75.03+3.53+67.01=-4.49V=-10.64+0+4.74=-9.17 N=-332.94-55.30-341.98=-730.22-Mmax及相应N、V1+2+0.9（3+8）-Mmax=-75.03+3.53+0.9（-14.13-51.70）=-130.75V=-10.64+0+0.9(-2.03+17.68)=3.45 N=-332.94-55.30-0.9(63+0)=-444.941+2+8-Mmax=-75.03+3.53-51.70=-123.20V=-10.64+0+17.68=7.04 N=-332.94-55.30+0=-388.24Nmax及相应M、V1+2+0.9（3+4+6+8）M=-75.03+3.53+0.9（-14.13+67.01-8.86-51.7）=-78.41V=-10.64+0+0.9(-2.03+4.74+9.84+17.68)=16.57 Nmax=-332.94-55.30-0.9(63+341.98+0+0)=-752.721+2+4M=-75.03+3.53+67.01=-4.49V=-10.64+0+4.74=-5.9 Nmax=-332.94-55.30-341.98=-730.22Nmin及相应M、V1+2+8M=-75.03+3.53-51.7=-123.20V=-10.64+0+17.68=7.04 Nmin=-332.94-55.30+0=-388.24-+Mmax及相应N、V1+2+0.9(3+4+6+7)+Mmax=30.31+3.53+0.9(5.96+24.25+106.27+389.46)=507.19V=-10.64+0+0.9(-2.03+4.74-9.84-53.27)=-65.00 N=-332.94-113.96-0.9（63+341.98+0+0）=-811.381+2+7+Mmax=30.31+3.53+389.46=423.3V=-10.64+0-53.27=-63.91 N=-332.94-113.96=446.9-Mmax及相应N、V1+2+0.9（5+6+8）-Mmax=30.31+3.53+0.9(-32.19-106.27-342.03)=-398.60V=-10.64+0+0.9(4.74+9.84+40.38)=38.82 N=-332.94-113.96-0.9（-132.84+0+0）=-566.461+2+8-Mmax=30.31+3.53-342.03=-308.19V=-10.64+0+40.38=29.74 N=-332.94-113.96+0=446.9Nmax及相应M、V1+2+0.9（3+4+6+7）M=30.31+3.53+0.9(5.96+24.25+106.27+389.46)=507.19V=-10.64+0+0.9(-2.03+4.74-9.84-53.27)=-65.00 Nmax=-332.94-113.96-0.9（63+341.98+0+0）=-811.381+2+4M=30.31+3.53+24.25=58.09V=-10.64+0+4.74=-5.9 Nmax=-332.94-113.96-341.98=788.88Nmin及相应M、V1+2+7M=30.31+3.53+389.46=423.30V=-10.64+0-53.27=-63.91 Nmin=-332.94-113.96=446.90附录B附录B 排架柱内力标准值组合表Appendix A Combination table of bent columns internal force standard value柱号、控制截面及轴向内力荷载类型恒荷载活荷载荷载编号1、屋面恒荷载2、柱、吊车梁自重3、屋面均布活荷载4、DMax,k在A柱5、Dmin,k在A柱6、TMax,k7、左风8、右风控制截面各截面内力MKVKNKMKNKMKVKNKMKVKNKMKVKNKMKVKMKVKMKVK-+20.71-8.87-277.450-15.60+3.41-1.45-45-13.39+3.390-13.39+3.3906.337.03+27.55-12.12-36.93+12.63-62.53-8.87-277.45+2.94-46.08-10.09-1.45-45+47.86+3.39-244.27+10.53+3.39-94.896.337.03+27.55-12.12-36.93+12.63-+25.26-8.87-277.45+2.94-94.97+4.26-1.45-45+17.32+3.39-244.27-22.99+3.39-94.8975.917.03+278.19-38.05-244.31+28.84-内力组合恒荷载+0.9（任意两种或两种以上活荷载）恒荷载+任意一种活荷载组合项目MKVK、NK组合项目MKVK、NK+MMax,k及相应NK、VK1+2+0.9（3+7）+MMax,k=20.71+0+0.9（3.41+27.55）=48.57VK=-8.87+0-0.9(1.45+12.12)=-21.08 NK=-277.45-15.60-0.9(45+0)=333.551+2+7+MMax,k=20.71+0+27.55=48.26VK=-8.87+0-12.12=20.99 NK=-277.45-15.60=-293.05-MMax,k及相应NK、VK1+2+0.9(4+6+8)-MMax,k=20.71+0-0.9(13.39+6.33+36.93)= -30.28VK=-8.87+0+0.9(3.39+7.03+12.63)=11.88 NK=-277.45-15.60-0.9(0+0+0)=-293.051+2+8-MMax,k=20.71+0-36.93=-16.22VK=-8.87+0+12.63=3.76 NK=-277.45-15.6-0=-293.05NMax,k及相应MK、VK1+2+0.9（3+4+6+8）MK=20.71+0+0.9（3.41-13.39-6.33-36.93）=-27.21VK=-8.87+0+0.9(-1.45+3.39+7.03+12.63)=10.57 NMax,k=-277.45-15.60-0.9(45+0+0+0)=-333.551+2+3MK=20.71+0+3.41=24.12VK=-8.87+0-1.45=10.32 NMax,k=-277.45-15.60-45=-338.05NMkiNk及相应MK、VK1+2+0.9（4+6+8）MK=20.71+0+0.9（-13.39-6.33-36.93）=-30.28VK=-8.87+0+0.9(3.39+7.03+12.63)=11.88 NMki=-277.45-15.60-0.9(0+0+0)=-293.051+2+8-MK=20.71+0-36.93=-16.22VK=-8.87+0+12.63=3.76 NMin,k=-277.45-15.6-0=-293.05-+MMax,k及相应NK、VK1+2+0.9（4+6+7）+MMax,k=-62.53+2.94+0.9（47.86+6.33+27.55）=13.98VK=-8.87+0+0.9(3.39-7.03-12.12)=-23.05 NK=-277.45-46.08-0.9(244.27+0+0)=-543.371+2+4+MMax,k=-62.53+2.94+47.86=-11.73VK=-8.87+0+3.39=-5.48 NK=-277.45-46.08-244.27=567.80-MMax,k及相应NK、VK1+2+0.9（3+8）-MMax,k=-62.53+2.94+0.9(-10.09-36.93）=-101.91VK=-8.87+0+0.9(-1.45+12.63)=1.19 NK=-277.45-46.08-0.9(45+0)=-364.031+2+8-MMax,k=-62.53+2.94-36.93=-96.52VK=-8.87+0+12.63=3.76 NK=-277.45-46.08+0=323.53NMax,k及相应MK、VK1+2+0.9（3+4+6+8）MK=-62.53+2.94+0.9(-10.09+47.86-6.33-36.93）=-64.53VK=-8.87+0+0.9(-1.45+3.39+7.03+12.63)=10.57 NMax,k=-277.45-46.08-0.9(45+244.27+0)=-583.871+2+4MK=-62.53+2.94+47.86=-11.73VK=-8.87+0+3.39=-5.48 NMax,k=-277.45-46.08-244.27=567.80NMin,k及相应MK、VK1+2+8-MK=-62.53+2.94-36.93=-96.52VK=-8.87+0+12.63=3.76 NMin,k=-277.45-46.08+0=323.53-+MMax,k及相应NK、VK1+2+0.9(3+4+6+7)+MMax,k=25.26+2.94+0.9(4.26+17.32+75.91+278.19)=366.31VK=-8.87+0+0.9(-1.45+3.39-7.03-38.05)=-47.50 NK=-277.45-94.97-0.9（45+244.27+0+0）=-632.761+2+7+MMax,k=25.26+2.94+278.19=306.39VK=-8.87+0-38.05=-46.9