五层框架商务酒店柱子梁的内力组合（内置公式）

A柱子的内力组合,,,,,,,,,,,,,,

,,内力,恒载,活载,雪荷载,风荷载,,Nmax对应的M,,Nmax对应的M,,Nmin对应的M,,[M]max对应的N

,,,,,,左风荷载,右风荷载,1.35恒+1.4*0.7*活,,1.35恒+1.4*0.7*雪,,1.2恒+1.4左风,,1.2恒+0.9*1.4（活+右风）

5,上,M,70.750,8.050,5.820,-2.570,2.570,103.402,,101.216,,81.302,,98.281

,,N,118.020,6.750,7.530,-0.730,0.730,165.942,,166.706,,140.602,,151.049

,下,M,-70.700,-6.770,-16.020,4.400,-4.400,-102.080,,-111.145,,-78.680,,-98.914

,,N,142.970,6.750,7.530,-0.730,0.730,199.625,,200.389,,170.542,,180.989

,,V,34.200,3.990,4.880,-0.731,0.731,50.080,,50.952,,40.017,,46.988

4,上,M,39.110,15.230,16.020,-6.720,6.720,67.724,,68.498,,37.524,,74.589

,,N,230.860,40.390,57.630,-2.510,2.510,351.243,,368.138,,273.518,,331.086

,下,M,-37.300,-15.720,-17.190,7.450,-7.450,-65.761,,-67.201,,-34.330,,-73.954

,,N,255.810,40.390,57.630,-2.510,2.510,384.926,,401.821,,303.458,,361.026

,,V,33.400,14.360,32.460,-1.780,1.780,59.163,,76.901,,37.588,,60.416

3,上,M,37.300,15.720,17.190,-11.240,11.240,65.761,,67.201,,29.024,,78.730

,,N,342.900,74.210,107.930,-5.380,5.380,535.641,,568.686,,403.948,,511.763

,下,M,-37.470,-15.790,-17.390,10.200,-10.200,-66.059,,-67.627,,-30.684,,-77.711

,,N,367.850,74.210,107.930,-5.380,5.380,569.323,,602.369,,433.888,,541.703

,,V,33.400,14.540,32.660,-2.870,2.870,59.339,,77.097,,36.062,,62.017

2,上,M,37.470,15.790,15.790,-15.760,15.760,66.059,,66.059,,22.900,,84.717

,,N,455.030,108.050,158.230,-9.350,9.350,720.180,,769.356,,532.946,,693.960

,下,M,-43.740,-17.030,-19.330,15.760,-15.760,-75.738,,-77.992,,-30.424,,-93.803

,,N,479.980,108.050,158.230,-9.350,9.350,753.862,,803.038,,562.886,,723.900

,,V,33.710,14.560,32.660,-3.970,3.970,59.777,,77.515,,34.894,,63.800

1,上,M,25.170,10.600,10.280,-23.080,23.080,44.368,,44.054,,-2.108,,72.641

,,N,565.580,141.390,208.530,-15.770,15.770,902.095,,967.892,,656.618,,876.718

,下,M,-14.120,-5.950,-5.950,31.400,-31.400,-24.893,,-24.893,,27.016,,-64.005

,,N,601.170,141.390,208.530,-15.770,15.770,950.142,,1015.939,,699.326,,919.426

,,V,19.250,14.060,31.870,-6.420,6.420,39.766,,57.220,,14.112,,48.905

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C柱子的内力组合,,,,,,,,,,,,,,

,,内力,恒载,活载,雪荷载,风荷载,,Nmax对应的M,,Nmax对应的M,,Nmin对应的M,,[M]max对应的N

,,,,,,左风荷载,右风荷载,1.35恒+1.4*0.7*活,,1.35恒+1.4*0.7*雪,,1.2恒+1.4左风,,1.2恒+0.9*1.4（活+右风）

5,上,M,-51.270,-5.600,-3.900,3.130,-3.130,-74.703,,-73.037,,-57.142,,-72.524

,,N,258.856,10.010,9.940,-0.688,0.688,359.265,,359.197,,309.664,,324.107

,下,M,20.830,5.430,12.230,5.810,-5.810,33.442,,40.106,,33.130,,24.517

,,N,283.856,10.010,9.940,-0.688,0.688,393.015,,392.947,,339.664,,354.107

,,V,28.070,4.200,4.950,-1.420,1.420,42.011,,42.746,,31.696,,40.765

4,上,M,-29.220,-11.830,-12.230,-7.150,7.150,-51.040,,-51.432,,-45.074,,-40.961

,,N,455.216,62.970,77.380,-2.156,2.156,676.252,,690.374,,543.241,,628.318

,下,M,27.550,12.450,12.900,9.230,-9.230,49.394,,49.835,,45.982,,37.117

,,N,480.216,62.970,77.380,-2.156,2.156,710.002,,724.124,,573.241,,658.318

,,V,27.504,18.400,33.060,-3.250,3.250,55.162,,69.529,,28.455,,60.284

3,上,M,-27.550,-12.450,-12.450,-11.180,11.180,-49.394,,-49.394,,-48.712,,-34.660

,,N,679.080,115.750,144.620,-4.356,4.356,1030.193,,1058.486,,808.798,,966.230

,下,M,27.640,12.520,13.050,13.310,-13.310,49.584,,50.103,,51.802,,32.173

,,N,704.080,115.750,144.620,-4.356,4.356,1063.943,,1092.236,,838.798,,996.230

,,V,27.504,18.220,32.860,-5.070,5.070,54.986,,69.333,,25.907,,62.350

2,上,M,-27.640,-12.520,-13.050,-15.210,15.210,-49.584,,-50.103,,-54.462,,-29.779

,,N,930.674,168.510,211.860,-7.286,7.286,1421.550,,1464.033,,1106.608,,1338.312

,下,M,31.520,13.360,15.320,16.810,-16.810,55.645,,57.566,,61.358,,33.477

,,N,955.674,168.510,211.860,-7.286,7.286,1455.300,,1497.783,,1136.608,,1368.312

,,V,27.730,18.200,32.860,-6.910,6.910,55.272,,69.638,,23.602,,64.915

1,上,M,-18.230,-8.350,-8.350,-26.960,26.960,-32.794,,-32.794,,-59.620,,1.573

,,N,1197.868,221.770,279.890,-13.110,13.110,1834.456,,1891.414,,1419.088,,1733.390

,下,M,9.991,4.580,4.580