Sheet4

Sheet1At storey 3frame (2)(A)(B)(C)(D)DL-4.47-2.080.51-7.3-2.13.38-6.16-2.561.28LL-0.330.250.8-2.050.052.14-1.45-0.141.21WLx10.2610.2610.267.787.787.789.229.229.22EQX8.988.988.986.936.936.938.158.158.15Beam (B1B2B3) in X-direction from frame (2)(A)(B)(C)(D)

Moment CombinationB1B2B3exterior mid spaninterior interior mid span interior interior mid span exterior 1.4 DL-6.258-2.9120.7140-10.22-2.944.7320-8.624-3.5841.7921.4DL+1.7LL-6.819-2.4872.0740-13.705-2.8558.370-11.089-3.8223.8490.75[ 1.4 DL+ 1.7 LL +1.7 WLx]7.9672511.2162514.6370-0.359257.7782516.19703.438758.88914.642250.75[ 1.4 DL+ 1.7 LL -1.7 WLx]-18.19575-14.94675-11.5260-20.19825-12.06075-3.6420-20.07225-14.622-8.868750.9 DL+ 1.3 WLx9.31511.46613.79703.5448.22413.15606.4429.68213.1380.9 DL-1.3 WLx-17.361-15.21-12.8790-16.684-12.004-7.0720-17.53-14.29-10.8340.75[ 1.4 DL+ 1.7 LL +1.87 EQLx]7.480210.729214.149950-0.5594257.57807515.99682503.1136258.56387514.3171250.75[ 1.4 DL+ 1.7 LL -1.87 EQLx]-17.7087-14.4597-11.038950-19.998075-11.860575-3.4418250-19.747125-14.296875-8.5436250.9 DL+1.43 EQLx8.818410.969413.300403.33998.019912.951906.11059.350512.80650.9 DL-1.43 EQLx-16.8644-14.7134-12.38240-16.4799-11.7999-6.86790-17.1985-13.9585-10.5025MAX (+)9.31511.46614.63703.5448.22416.19706.4429.68214.64225Max(-)-18.19575-15.21-12.8790-20.19825-12.06075-7.0720-20.07225-14.622-10.834

Sheet2

Sheet3