排架柱内力设计值组合

1、附录A附录A排架柱内力设计值组合表AppendixACombinationtableofbentcolumnsinternalfdrcedesignvalue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4、D max 在A柱5、D .min 在A柱6、T ma7、左风8、右 风柱号各截面内力MVNMNMVNMVNMVNMVMVMV、控制截面及轴向内力控制截面I I+2 4. 851 0.643 3 2.9 401 8.7 2+4.772.036 31 8.7 4+4.7401 8.7 4+4.7408.869. 8 4+38.57 16. 9 7 51.

2、 7 0+ 1 7. 6 8II II7 5. 031 0.643 3 2.9 4+ 3. 5 3 5 5.3 01 4.1 32.03 63+ 6 7. 0 1+4.74341.98+1474.+4.74132.848.869. 8 4+38.571 6.9 7 51. 7 0+ 1 7. 6 8m m+3 0. 311 0.64 3 32. 9 4+ 3. 5 3 1 1 3. 96+ 5.962.036 3+ 2 4. 2 5+4.743 41.983219.+4.74132.84106.279. 8 4+3 89. 46 5 3.2 7 3 4 2. 03+ 4 0.3 8内恒荷载+0

3、.9 （任意两种或两种以上活荷 载）恒荷载+任意一种活荷载I 力 组 合组合项目MV、N组合项目MV、NI+Mmax 及 相1+2 +0.9 (3+7)+Mmax=24.85+0+09(4.77+38.57)=63.86V=1064+009(2. 03+1697)=27.74 N=332.9418.720.9(63+0)=408.361+ 2+ 7+Mmax=24 85+0+38.57=63.42.V=1064+0169727.61Nn332.9418.720=351.66应N、VMmax 及 相 应N、V1+2 +0.9 (4+ 6+8 )Mmax=24.85 +0-03(18.74+8.8

4、6+51.70) =46.52V=-10.64+0+0.9(4.74+9.84+17.68)=18.39N=-33294-18.72-0.9(0+0+0)=-351.661+ 2+8-Mmax=24.85+0-51.70=-26.9V=-10.64+0+17.6 8=7.04N=-332.94- 18.72-0=-351.66Nmax 及相应M、V1+2 +0.9 (3 +4+ 6+8 )M=24.85+0+ 0.9(4.77-18.7 4-8.86-51.70) =42.23V=-10.64+0+0.9(-2 .03+4.74+9.84+17. 68)=16.57Nmax=-33 2.94-

5、18.72-0.9(-63 +0+0+0)=-408.361+ 2+ 3M=24.85+ 0+4.77=-2 9.62V=-10.64+0-2.03=-12.67Nmax=-332.94-18.72-63=-414.66Nmin 及 相 应 M 、V1+2 +0.9 (4 +6+ 8)M=24.85+0- 0.9(18.74+8. 86+51.70)=-4 6.52V=-10.64+0+0.9(4. 74+9.84+17.68)=1 8.39Nmin=-332.94- 18.72-0.9(0+0+0)=-351.661+ 2+8M=24.85+ 0-51.70=-2 6.9V=-10.64+0

6、+17.68=7.04Nmin=-332.94-18.72-0=-351.66II II+Mmax 及 相 应N、V1+2 +0.9 (4 +6+ 7)+Mmax=-75.0 3+353+0.9(67.01+8.86+38.57) =31.50V=-10.64+0+0.9(4. 74-9.84-16.97)=-30 .50N=-332.94-553 0-0.9(341.98+0+0) =-696.021+ 2+4+Mmax=-75.03+3.53 +67.01=-4. 49V=-10.64+0+4.74 =-9.17N=-332.94- 55.30-341.98=-73 0.22Mmax 及

7、相 应N、V1+2 +0.9 (3+8)Mmax=-75.0 3+353+0.9(-14.13-51.70) =-130.75V=-10.64+0+0.9(-2 .03+1768)=3.45N= -332.94-55.30-0.9( 63+0)=-444.941+ 2+8-Mmax=-75.03+3.53-5 1.70=-123. 20V=-10.64+0+17.6 8=7.04N=-332.94- 55.30+0=-388.24Nmax 及 相应 M1+2 +0.9 (3 +4+ 6+8 )M=-75.03+3. 53+0.9 (-14.13+67.01-8.86-51.7 )=-78.41

8、V=-10.64+0+0.9(-2 .03+4.74+9.84+17.68)=16.57Nmax=-33 2.94-55.30-09(63+ 341.98+0+0)=-752. 721+ 2+ 4M=-75.03 +3.53+67. 01=-4.49V=-10.64+0+4.74=-5.9Nmax=-332.94-55.30-341.98=-730.22、VNmin 及 相 应 M 、V1+ 2+8M=-75.03 +3.53-51.7 =-123.20V=-10.64+0+17.68=7.04Nmin=-332.94-5530+0=-388.24m m+Mmax 及 相 应N、V1+2 +0

9、.9 (3+ 4+6 +7)+Mmax=30.31 +3.53+0.9(5. 96+24.25+10 6.27+389.46) =507.19V=-10.64+0+0.9(-2 .03+4.74-9.84-53.2 7)=-65.00N=-332.9 4-113.96-0.9 (63+341.98+0+0) =-811.381+ 2+ 7+Mmax=30. 31+舞3+389.46=423.3V=-10.64+0-53.27=-63.91N=-332.94 -113.96=446.9Mmax 及 相 应N、V1+2 +0.9 (5 +6+ 8)Mmax=30.31 +3.53+0.9(-3 2

10、.19-106.27- 342.03)=-398 .60V=-10.64+0+0.9(4. 74+9.84+40.38)=3 882N=-33294-113 .96-0.9 (-132.84+0+0)=-566.461+ 2+8-Mmax=30. 31+3.53-342.03=-30 8.19V=-10.64+0+40.38=29.74N=-332.94-113.96+0=446.9Nmax 及 相 应M、V1+2 +0.9 (3 +4+ 6+7 )M=30.31+3. 53+0.9(5.96+ 24.25+106.27 +389.46)=50 7.19V=-10.64+0+0.9(-2 .0

11、3+4.74-9.84-53.2 7)=-65.00Nmax=-33 2.94-113.96-0.9(63+341.98+0+0) =-811.381+ 2+ 4M=30.31+ 3.53+24.25 =58.09V=-1064+0+474=-5.9Nmax=-332.94-113.96-341.98=788.88Nmin 及 相 应 M 、V1+ 2+ 7M=30.31+ 3.53+389.4 6=423.30V=-10.64+0-53.27=-63.91Nmin=-332.94-113.96=446.9 0附录B排架柱内力标准值组合表AppendixACombinationtableofb

12、entcolumnsinternalfdrcestandardvalue柱号、控荷载类型恒荷载活荷载荷载编号1、屋面恒 荷载2、柱、 吊车3、屋面 均布活4、DMax,k 在A柱5、叽 在A柱6、TMaxk7、左风8、右 风制截面及轴向内力自 梁重荷载控制截面各截面内力MKVKNKMKNKMKVKNKMKVKNKMKVKNKMKVKmkKVKMKVKII+2 0.718.87277.45015.6 0+3.411.454513.39+ 3.39013.39+ 3.390+6.337. 0 3+27.5512.1236.93+ 1 2.6 3II II62.538.87277.45+2.9446

13、. 0 81 0. 091.4545+47.86+3.39244.27+ 1 0.5 3+3.3994.896.337. 0 3+27.5512.1236.93+ 1 2.6 3m m+25.268.87277.45+2.9494.97+4.261.4545+17.32+3.39244.2722.99+3.3994.8975 .9 17. 0 3+2 78. 1938.05244.31+ 2 8.8 4II内力组合恒布 载）f载+0.9 （任意两种或两种以上活荷恒荷载+任意一种活荷载组合项目MkVk、NK组合项目MkVk、Nk+MMax笼相 应Nk、1+2 +0.9 (3+7)+MMax,k=

14、20. 71+0+0.9(3.41+27.55)=48.57Vk=887+009(1.45+12.12)=21.08Nk=277.4515.600.9(45+0)=333.551+ 2+ 7+MMax,k=20.71+0+27 .55=48.26Vk=887+01212 =2099Nk=277.4 515.60=293.05MMax发1+2 +0.9 (4+ 6+8MMax,k=20.7 1+00.9(13.3 9+6.33+36.9 3)=30.28Vk=8.87+0+0.9(3. 39+7.03+12.63)=1 188Nk=277.4515 600.9(0+0+0)=21+ 2+8MMa

15、x,k=2 0.71+036.93=16.22Vk=887+0+1263=3.76Nk=277.4515.60=293.05相应Nk)93.05NMax笼相 应MK、1+2 +0.9 (3 +4+ 6+8 )Mk=20.71+0 +0.9(3.41-13.396.33-36.93)=27.21Vk=-887+0+09(-1 .45+3.39+7.03+12.63)=10.57NmWi，ax,n 277.45-15.60-0.9(45+0+0+0)=-333.551+ 2+ 3Mk=20.71 +0+3.41=24.12Vk=-8.87+0-1.45= 1032NMax,k=-277. 45-1

16、5.60-45=-338. 05N Mk Sk 相 应MK、1+2 +0.9 (4 +6+ 8)Mk=20.71+0 +0.9 (-13.39-6.3 3-36.93) =-30.28Vk=-887+0+09(3. 39+7.03+12.63)=1 1.88NMki=-277.45- 15.60-0.9(0+0+0)= -293.051+ 2+8-Mk=20.7 1+0-36.93 =-16.22Vk=-887+0+126 XKNm-27 7.45-15.6-0=-293.05+ MMax发相 应Nk1+2 +0.9 (4 +6+ 7)+MMax,k=-62. 53+2.94+0.9(47.8

17、6+6.33+27.55) =13.98Vk=-8.87+0+0.9(3 .39-7.03-12.12)=-2 3.05Nk=-277.45-46 .08-0.9(244.27+0+ 0)=-543.371+ 2+4+MMax,k=- 62.53+2.94+47.86=-11.73Vk=-8.87+0+3.39 =-548Nk=-27745 -46.08-244.27=56 7.80IIMIIMax发相 应Nk1+2 +0.9 (3+8)-MMax,k=-62. 53+2.94+0.9( -10.09-36.93 )=-101.91Vk=-8.87+0+0.9(-1 45+1263)=119N

18、k =-277.45-46.08-0.9 (45+0)=-364.031+ 2+8-MMax,k=-62.53+2.94- 36.93=-96. 52Vk=-8.87+0+12.63=3.76Nk=-277.45-46.08+0=323.53NMaxk1+2 +0.9 (3MK=-62.53+ 2.94+0.9(-10. 09+47.86-6.3Vk=-8.87+0+0.9(-1.45+3.39+7.03+12.63)=10.57NMaxk1+ 2+ 4Mk=-62.5 3+2.94+47 .86=-11.73Vk=-8.87+0+3.39=-548NMax,k=-277.45-46.08-2

19、44.27=及+4+3-36.93)=277.45-46.08-0.9567.80相6+8=64.53(45+244.27+0)=-58应)3.87MK、NMin笼相应M1+ 2+8-Mk=-62.5 3+2.94-36. 93=-96.52Vk=-8.87+0+12.63=3.76NMin,k=-277.45-46.08+0=323.53K、+MMax发相应Nk1+2 +0.9 (3+ 4+6 +7)+J=25.26+2.94+0.9(4.26+17.32+75.91+278.19)=366.31Vk=-887+0+09(-1 .45+3.39-7.03-38.0 5)=-47.50Nk=-277. 45-94.97-0.9 (45+244.27+0+0) =-632.761+ 2+ 7+MMax,k=2 5.26+2.94+278.19=3 06.39Vk=-8.87+0-