框架梁弯矩设计值组合表

①恒载②左活③中活④右活

⑤左风

⑥右风

B右-88.13-26.76-0.1

0.6 4.5-4.5①+0.9×

（②+③+⑥）BC跨中

#REF!27.78500.97-0.97①+0.9×C左

#REF!

-34.33

0.27

-2.24

-2.52

2.52

①+0.9×（②+④+⑤）C右-43.4614.290.98-4.82 4.48-4.48①+0.9×（④+⑥）CD跨中-45.36-4.74 1.18-4.740-0①+②+④B右

-65.82

-34.82

-0.1

0.45

10.87

-10.87

①+0.9×（②+③+⑥）BC跨中93.5122.5500 2.58-2.58

①+0.9×（②+③+⑤）C左-67.41-36.720.13-1.52-6.69 6.69

①+0.9×（②+④+⑤）C右-13.277.31 1.13-1.3211.89

-11.89

①+0.9×（④+⑥）CD跨中-7.63-3.250.91-3.250-0①+②+④B右

-61.47

-33.4

-0.1

0.45

17.46

-17.46

①+0.9×（②+③+⑥）BC跨中96.4223.4100 4.31-4.31

①+0.9×（②+③+⑤）C左-65.94-36.420.12-1.52-11.1711.17

①+0.9×（②+④+⑤）C右-15.787.82 1.14-1.3219.87

-19.87

①+0.9×（④+⑥）CD跨中-10.76-3.250.9-3.2500①+②+④B右

-60.55

-33.88

-0.1

0.48

27.75

-27.75

①+0.9×（②+③+⑥）BC跨中94.5823.2500 6.76-6.76

①+0.9×（②+③+⑤）

截面组合项内力设计值层号五层

四层

三层

二层

C左-60.42-36.270.15-1.4-17.5317.53

①+0.9×（②+④+⑤）C右-22.648.54 1.1-1.4231.16

-31.16

①+0.9×（④+⑥）CD跨中-31.84-3.570.94-3.5700①+②+④B右

-53.37

-29.36

-0.1

0.54

36.76

-36.76

①+0.9×（②+③+⑥）BC跨中103.2624.2008.21-8.21

①+0.9×（②+③+⑤）C左-60.42-38.880.55-1.29-21.2921.29

①+0.9×（②+④+⑤）C右-28.0813,。70.27-1.6737.84

-37.84

①+0.9×（④+⑥）CD跨中

-26.14

-6.02

1.06

-6.02

①+②+④

一层

二层

组合值

恒

-116.354-110.163 #REF!#REF! #REF!#REF! -51.83-54.325 -54.84-56.7 -107.031-82.275 116.127116.8875 -107.847-84.2625 -25.159-16.5875 -14.13-9.5375 -107.334-76.8375 121.368120.525 -110.139-82.425 -34.851-19.725 -17.26-13.45 -116.107-75.6875 121.589118.225

-110.1-75.525 -51.962-28.3 -38.98-39.8 -112.968-66.7125 132.429129.075 -115.734-75.525 -63.639-35.1 -38.18-32.675