表2.4.1為在各種荷載作用下A柱內(nèi)力標(biāo)準(zhǔn)值匯總表柱號及正向內(nèi)力力荷載類型恒載屋面活載吊車豎向荷載吊車水平荷載風(fēng)荷載作用于AB跨作用于BC跨Dmax作用A柱柱Dmax于B柱左左Dmax于B柱右右Dmax作用C柱柱Tmax作用ABB跨Tmax作用BCC跨左吹風(fēng)右吹風(fēng)序號eq\o\aac(○,1)eq\o\aac(○,2)eq\o\aac(○,3)eq\o\aac(○,4)eq\o\aac(○,5)eq\o\aac(○,6)eq\o\aac(○,7)eq\o\aac(○,8)eq\o\aac(○,9)eq\o\aac(○,10))eq\o\aac(○,11))I-IM14.910.4052.15-36.58-40.6431.40-2.42+/-5.066+/-15.22123.20-37.95N200.0927.00000000000II-IIM21.82-6.3452.14587.27-21.5930.62-2.42+/-5.066+/-15.22123.20-37.95N244.3927.000412.8263.51000000III-IIIIM26.46-2.846.4414.10-102.86694.19-7.25+/-93.775+/-45.663196.48-177.2N282.38270412.863.51000000V6.190.450.55-9.38-10.428.05-0.62+/-11.337+/-3.90033.06-23.28表2.4.2為A柱內(nèi)力組合表

截面+Mmax及相相應(yīng)的N,V-Mmax及相相應(yīng)的N,VNmax及相應(yīng)的的M,VNmin及相應(yīng)的的M,VMkNK備注I-IM1.2×1+11.4×00.9×[[2+3++6×0..9+9××0.9++10]95.011.2×1+11.4×00.9×[[4+7××0.8++9×0..9+111]-76.711.2*1+11.4+00.9+[[2+6**0.9++9*0..9+10]-79.801.2*1+11.4*00.9[33+(4++7)*00.8+99*0.99+11]-94.3246.06N274.23240.11296.68240.12230.11II-IIM1.2×1+11.4×00.9×[[3+(44×6)××0.8++9×0..9+100]142.211(.2×1++1.4××0.9××[2+((5+7))*0.88+9*00.9+111]-109.8001.2*1+11.4+00.9[22+(4++8)*00.9+110]122.801.2*1+11.4*00.9[33+(7++9)*00.9+111]49.40N730.27391.31743.41293.27III-IIIIM1+1.41..2×0..9×[33+(4++6)×00.8+88×0.99+10]]432.161.2*1+11.4+00.9*[[2+5**0.6++8*0..9+111]-348.6771.2*1+11.4+00.9[22+(4++8)*00.9+110]-420.4881.2*1+11.4*00.9[33+(6++9*0..9+100)]-429.800N754.98436.89789.00338.80V49.42-36.9849.3059.90Mk3