单层厂房内力组合表

单跨排架柱的内力组合表（单位：kN、kN·m）,,,,,,,,,,,,,,,,,,,,,,,,,

柱号、控制截面及正向内力,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,,,"④Dmax,k在A柱",,,"⑤Dmin,k在A柱",,,"⑥Tmax,k",,,⑦左风,,,⑧右风,,

,,M,V,N,M,V,N,M,V,N,M,V,N,M,V,N,M,V,N,M,V,N,M,V,N

,,-12.200,5.972,244.090,0.000,0.000,0.000,-1.920,0.910,38.310,0.000,-11.070,0.000,0.000,-11.070,0.000,0.000,0.000,0.000,0.000,1.446,0.000,0.000,-4.260,0.000

,,11.950,5.972,244.090,0.000,0.000,17.472,1.900,0.910,38.310,-46.490,-11.070,0.000,-46.490,-11.070,0.000,11.970,9.970,0.000,23.530,9.762,0.000,-28.830,-9.470,0.000

,,-24.490,5.972,244.090,22.300,0.000,62.770,-3.840,0.910,38.310,130.166,-11.070,321.200,-4.380,-11.070,76.580,11.970,9.970,0.000,23.530,9.762,0.000,-28.830,-9.470,0.000

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

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

,,15.470,5.972,244.090,22.300,0.000,96.272,2.440,0.910,38.310,53.780,-11.070,321.200,-80.760,-11.070,76.580,80.770,9.970,0.000,138.030,23.424,0.000,-123.680,-18.020,0.000

,,由可变荷载效应控制的基本组合,,,,,,,,,,,,,,,由永久荷载效应控制的基本组合（此时可变荷载仅限于竖向荷载）,,,,,,,,

,,ΣγGjSGjk+γQ1γL1SG1K+ΣγQiγLiψCiSQik,,,,,,,,,,,,,,,γGSGk+ΣγQiψciSQik(本设计中ψci=0.7),,,,,,,,

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

,,组合式,,,,,,,,,,,,M,V,N,组合式,,,,,,M,V,N

,+Mmax及相应N、V,1.2*(①+②)+1.4*⑦+1.4*(0.7*③）,,,,,,,,,,,,49.144,21.725,351.4182,1.35*(①+②)+1.4*(0.7*③+0.6*⑦）,,,,,,37.7597,17.15408,390.6525

,-Mmax及相应N、V,1.2*(①+②)+1.4*④+1.4*(-0.7*⑥+0.6*⑧),,,,,,,,,,,,-86.6938,-26.057,313.8744,1.35*(①+②)+1.4*(0.7*④-0.7*⑥+0.6*⑧),,,,,,-65.3755,-20.5118,353.1087

,Nmax及相应M、V,1.2*(①+②)+1.4*③+1.4*(+0.7*④+0.7*⑥+0.6*⑦）,,,,,,,,,,,,2.9356,15.56248,367.5084,1.35*(①+②)+1.4*(0.7*③+0.7*④+0.7*⑥+0.6*⑦）,,,,,,3.9301,16.07608,390.6525

,Nmin及相应M、V,1.2*(①+②)+1.4*⑦,,,,,,,,,,,,47.282,20.8332,313.8744,1.35*(①+②)+1.4*(0.7*⑦）,,,,,,39.1919,17.62896,353.1087

,+Mmax及相应N、V,1.2*(①+②)+1.4*④+1.4*(+0.7*⑥+0.6*⑦),,,,,,,,,,,,211.1002,9.63908,817.912,1.35*(①+②)+1.4*(0.7*④+0.7*⑥+0.6*⑦),,,,,,156.10198,15.18428,729.037

,-Mmax及相应N、V,1.2*(①+②)+1.4*⑧+1.4*(+0.7*⑤-0.7*⑥+0.6*③）,,,,,,,,,,,,-62.2386,-25.9464,475.4608,1.35*(①+②)+1.4*(0.7*③+0.7*⑤-0.7*⑥+0.6*⑧）,,,,,,-46.9599,-19.62,526.8532

,Nmax及相应M、V,1.2*(①+②)+1.4*④+1.4*(0.7*③+0.7*⑥+0.6*⑦),,,,,,,,,,,,207.337,10.53088,855.4558,1.35*(①+②)+1.4*(0.7*③+0.7*④+0.7*⑥+0.6*⑦),,,,,,152.33878,16.07608,766.5808

,Nmin及相应M、V,1.2*(①+②)+1.4*⑧,,,,,,,,,,,,-42.99,-6.0916,368.232,1.35*(①+②)+1.4*(0.6*⑦),,,,,,16.8087,16.26228,414.261

,+Mmax及相应N、V,1.2*(①+②)+1.4*⑦+1.4*(0.7*③+0.7*④+0.7*⑥),,,,,,,,,,,,372.8162,39.7738,760.7542,1.35*(①+②)+1.4*(0.7*③+0.7*④+0.7*⑥+0.6*⑦),,,,,,152.33878,16.07608,766.5808

,-Mmax及相应N、V,1.2*(①+②)+1.4*⑧+1.4*(+0.7*⑤-0.7*⑥）,,,,,,,,,,,,-286.1274,-38.6808,483.4828,1.35*(①+②)+1.4*（0.7*⑤-0.7*⑥+0.6*⑧）,,,,,,-211.2011,-27.6938,534.5371

,Nmax及相应M、V,1.2*(①+②)+1.4*④+1.4*（0.7*（③+⑥）+0.6*⑦）,,,,,,,,,,,,159.8076,1.38776,970.7066,1.35*(①+②)+1.4*（0.7(③+④+⑥)+0.6*⑦）,,,,,,301.1849,27.55216,811.8085

,Nmin及相应M、V,1.35*(①+②)+1.4*⑦,,,,,,,,,,,,244.2315,40.8558,459.4887,1.35*(①+②)+1.4*⑦,,,,,,244.2315,40.8558,459.4887

,标准组合SGk+SQ1k+ΣψciSQik,,,组合式,,,Mk,,Nk,,Vk,,——,,,,组合式,,,Mk,,Nk,,Vk,

,"+Mmax,k及相应Nk、Vk",,,①+②+⑦+(0.7*③+0.7*⑥+0.7*④),,,271.693,,592.019,,-16.2112,,"Nmax,k及相应Mk、Vk",,,,(①+②)+④+0.7*（③