后棟框架內(nèi)力計(jì)算表

1、第 1 頁(yè)，共 44 頁(yè)框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）屋面層梁軸號(hào)梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b支座線荷載集中荷載支座hh1*CGKN/m或KN跨度mmAB4.39BABC2.9CB集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b支座線荷載集中荷載支座hh2*CGKN/m或KN跨度mmAB4.39BABC2.9CB集中力受力位置ma/lm集中力系

2、數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m第 2 頁(yè)，共 44 頁(yè)框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b支座線荷載集中荷載支座hh3*CGKN/m或KN跨度mmAB4.39BABC2.9CB集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）二跨（B-C）b支座線荷載集中荷載支

3、座b支座線荷載集中荷載支座hh4*CGKN/m或KN跨度mmAB4.39BABC2.9CB集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I2*CG第 3 頁(yè)，共 44 頁(yè)框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m四層梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b支座線荷載集中荷載支座hh1*CGKN/m或KN跨度mmAB4.39BABC2.9CB集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平

4、衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b支座線荷載集中荷載支座hh2*CGKN/m或KN跨度mmAB4.39BABC2.9CB4*CG第 4 頁(yè)，共 44 頁(yè)框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b2支座線荷載集中荷載支座hh43*CGKN/m或

5、KN12.65跨度mmAB4.39BABC2.9CB集中力受力位置m00a/lm0.0000.000集中力系數(shù)00支座負(fù)彎矩M8.87-8.87剛度I10.67線剛度i2.759分配系數(shù)u-0.144支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN9.12-27.56剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b2支座線荷載集中荷載支座2*CG第 5 頁(yè)，共 44 頁(yè)框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）hh54*CGKN/m或KN12.65跨度mmAB4.39BABC2.9CB集中力受力位置m00a/lm0.0

6、000.000集中力系數(shù)00支座負(fù)彎矩M8.87-8.87剛度I20.83線剛度i5.388分配系數(shù)u-0.289支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN3.70-32.98剪力至零點(diǎn)的距離xm跨中彎矩KN/m三層梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b支座線荷載集中荷載支座hh1*CGKN/m或KN跨度mmAB4.39BABC2.9CB集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m梁軸號(hào) 梁截面單位支座平衡彎矩支座線荷載集中荷載支座支座線荷載集中荷載

7、支座第 6 頁(yè)，共 44 頁(yè)框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b支座線荷載集中荷載支座hh2*CGKN/m或KN跨度mmAB4.39BABC2.9CB集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b2支座線荷載集中荷載支座hh43*CGKN/m或KN27.0026.2

8、7跨度mmAB4.39BABC2.9CB集中力受力位置m1.61.3a/lm0.5520.448集中力系數(shù)0.1110.1378支座負(fù)彎矩M27.38-29.42剛度I10.67線剛度i2.7591*CG第 7 頁(yè)，共 44 頁(yè)框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）分配系數(shù)u-0.144支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN42.11-62.46剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b2支座線荷載集中荷載支座hh54*CGKN/m或KN23.5跨度mmAB4.39BABC2.9CB集中力受力位置m

9、00a/lm0.0000.000集中力系數(shù)00支座負(fù)彎矩M16.47-16.47剛度I20.83線剛度i5.388分配系數(shù)u-0.289支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN20.70-47.45剪力至零點(diǎn)的距離xm跨中彎矩KN/m二層梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b支座線荷載集中荷載支座hh1*CGKN/m或KN跨度mmAB4.39BABC2.9CB集中力受力位置ma/lm3*CG第 8 頁(yè)，共 44 頁(yè)框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡

10、彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座b支座線荷載集中荷載支座hh2*CGKN/m或KN跨度mmAB4.39BABC2.9CB集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b2支座線荷載集中荷載支座b2支座線荷載集中荷載支座h5h53*CGKN/m或KN14.431.8015.351*CG第 9 頁(yè)，共 44

11、 頁(yè)框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）跨度mmAB4.39BABC2.9CB集中力受力位置m001.61.3a/lm0.0000.0000.5520.448集中力系數(shù)000.1110.1378支座負(fù)彎矩M23.13-23.1327.23-28.42剛度I20.8320.83線剛度i3.5597.184分配系數(shù)u-0.166-0.334-0.257支座不平衡彎矩MikKN/m4.10支座平衡彎矩MkKN/m-24.49豎向力RKN31.30-31.9248.25-59.32剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b2支座線荷載集中荷載支座b2支座

12、線荷載集中荷載支座h5h54*CGKN/m或KN8.523.5跨度mmAB4.39BABC2.9CB集中力受力位置m0000a/lm0.0000.0000.0000.000集中力系數(shù)0000支座負(fù)彎矩M13.65-13.6516.47-16.47剛度I20.8320.83線剛度i3.5595.388分配系數(shù)u-0.199-0.301-0.289支座不平衡彎矩MikKN/m2.82支座平衡彎矩MkKN/m-14.77豎向力RKN18.40-18.9120.72-47.43剪力至零點(diǎn)的距離xm跨中彎矩KN/m3*CG第 10 頁(yè)，共 44 頁(yè)bhI支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E

13、、F-G)2.53 5.625b2支座線荷載集中荷載支座b2支座線荷載集中荷載支座336.75h5h533.5 10.7212.3023.1114.5534.5 22.78CE、F4.8F、ECE、FG3.6GF、E3.471.33000.7230.2770.0000.0000.0550.14390029.72-39.5815.71-15.7120.8320.83334.3405.787-0.214-0.286-23.86-29.3536.00-46.1530.56-21.83支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2線荷載集中荷載b2支座線荷載集中荷載支座h5h512.

14、3055.1218.0024.52CE、F4.8F、ECE、FG3.6GF、E3.471.330.53.10.7230.2770.1390.8610.0550.14390.1030.01738.17-61.6928.53-20.9420.8320.83334.3405.787-0.214-0.286-33.16框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）屋面層第 11 頁(yè)，共 44 頁(yè)-47.4842.85-71.3161.44-27.88支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷載支座b2支座線荷載集中荷載支座h5h512.3067.3416.95CE、F5.3F、E

15、CE、FG3.1GF、E3.471.83000.6550.3450.0000.0000.0780.1480056.63-81.6113.57-13.5720.8320.83333.9316.720-0.185-0.31556.63-68.040.00-56.5055.87-76.6630.65-21.89支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷載支座b2支座線荷載集中荷載支座h5h512.3035.8313.450CE、F5.3F、ECE、FG3.1GF、E3.471.83000.6550.3450.0000.0000.0780.1480043.60-5

16、6.9010.77-10.7720.8320.8333第 12 頁(yè)，共 44 頁(yè)3.9316.720-0.185-0.31543.60-46.130.00-39.8745.67-55.3524.32-17.37支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷載支座b2支座線荷載集中荷載支座h5h533.8544.9824.15CE、F4.8F、ECE、FG3.6GF、E3.471.33000.7230.2770.0000.0000.0550.14390076.87-96.0626.08-26.0820.8320.83334.3405.787-0.214-0.28

17、6-69.98-66.0795.95-111.5150.72-36.23支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2線荷載集中荷載b2支座線荷載集中荷載支座h6h529.6544.9818.0030.85CE、F4.8F、ECE、FG3.6GF、E四層第 13 頁(yè)，共 44 頁(yè)3.471.330.53.10.7230.2770.1390.8610.0550.14390.1030.01768.80-88.0030.88-21.3336.0020.83337.5005.787-0.282-0.218-57.12-55.7686.34-100.9667.54-28.11支座平衡彎

18、矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷載支座b2支座線荷載集中荷載支座h6h531.4567.330.30CE、F5.3F、ECE、FG3.1GF、E3.471.83000.6550.3450.0000.0000.0780.14800101.44-126.4124.27-24.2736.0020.83336.7925.040-0.356-0.287-0.21392.58-102.14-35.60-67.77112.93-121.0554.79-39.14支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷載支座b2支座線荷載集中荷載支

19、座第 14 頁(yè)，共 44 頁(yè)h5h524.1562.3423.400CE、F5.3F、ECE、FG3.1GF、E3.471.83000.6550.3450.0000.0000.0780.1480082.30-105.4318.74-18.7420.8320.83333.9315.040-0.211-0.219-0.28173.44-86.69-51.33-67.4588.33-102.0142.32-30.23支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷載支座b2支座線荷載集中荷載支座h5h533.8544.9824.15CE、F4.8F、ECE、FG3.6

20、GF、E3.471.33000.7230.2770.0000.0000.0550.143900-19.7876.87-96.0626.08-26.0820.8320.83334.3405.787-0.214-0.286-69.98-66.07三層支座平衡彎矩支座平衡彎矩支座線荷載集中荷載支座支座線荷載集中荷載支座第 15 頁(yè)，共 44 頁(yè)19.4595.95-111.5150.72-36.23支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2線荷載集中荷載b2支座線荷載集中荷載支座h6h529.6548.0830.850CE、F4.8F、ECE、FG3.6GF、E3.471.33

21、0.53.10.7230.2770.1390.8610.0550.14390.1030.017-81.6969.62-90.1433.32-33.3236.0020.83337.5005.787-0.282-0.218-56.82-58.07-64.1486.89-103.5164.79-46.28支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷載支座b2支座線荷載集中荷載支座h6h535.4567.4930.30CE、F5.3F、ECE、FG3.1GF、E3.471.83000.6550.3450.0000.0000.0780.14800110.88-135.

22、9224.27-24.2736.0020.83336.7925.040第 16 頁(yè)，共 44 頁(yè)-0.356-0.287-0.21381.46-111.66-52.95-71.83124.61-130.7654.79-39.14支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷載支座b2支座線荷載集中荷載支座h5h524.6562.5323.400CE、F5.3F、ECE、FG3.1GF、E3.471.83000.6550.3450.0000.0000.0780.1480083.55-106.7518.74-18.7420.8320.83333.9315.040-

23、0.211-0.219-0.28167.08-88.01-55.26-68.1989.81-103.3642.32-30.23支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷載支座b2支座線荷載集中荷載支座h5h517.50024.15CE、F4.8F、ECE、FG3.6GF、E3.471.33000.7230.2770.0000.000二層第 17 頁(yè)，共 44 頁(yè)0.0550.143900-14.1433.60-33.6026.08-26.0820.8320.834.3405.787-0.214-0.286-7.52-30.38-10.8842.67-41.

24、3350.72-36.23支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2線荷載集中荷載b2支座線荷載集中荷載支座h6h541.00030.850CE、F4.8F、ECE、FG3.6GF、E3.471.330.53.10.7230.2770.1390.8610.0550.14390.1030.01743.5578.72-78.7233.32-33.3236.0020.83337.5005.787-0.282-0.218-45.40-53.09-43.55103.74-93.0664.79-46.28支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷

25、載支座b2支座線荷載集中荷載支座h6h510.6567.530.30第 18 頁(yè)，共 44 頁(yè)CE、F5.3F、ECE、FG3.1GF、E3.471.83000.6550.3450.0000.0000.0780.1480052.83-77.8824.27-24.2736.0020.83336.7925.040-0.243-0.287-0.21324.41-53.61-40.97-47.1052.61-71.3354.79-39.14支座平衡彎矩三跨(C-E、F)支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷載支座b2支座線荷載集中荷載支座h5h524.6062.5321.500CE、F5.

26、3F、ECE、FG3.1GF、E3.471.83000.6550.3450.0000.0000.0780.1480083.43-106.6317.22-17.2220.8320.83333.9315.040-0.211-0.219-0.28166.96-89.42-55.19-67.4589.80-103.1138.88-27.77第 19 頁(yè)，共 44 頁(yè)H=4.2U=4.375ii1.3393 1.285711.6071 1.542862.55212.455.4241 5.20714后后棟棟主主框框架架軸軸力力及及柱柱截截面面表表后后棟棟主主框框架架軸軸力力及及柱柱截截面面表表1軸框架軸力

27、2軸框架軸力本層軸力累加軸力本層軸力累加軸力本層軸力累加軸力本層軸力累加軸力本層軸力累加軸力柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)mmmmmmmmmm屋面層36.3436.34 4163.9617102.63 102.63 11759.747102.63 102.63 11759.7470000屋面層柱寬250除各跨科別注明柱寬外，其余各跨均為250四層66.59 102.93 11794.147196.82 299.4534312 137120.1 222.73 25521.1 10200四層柱寬250除各跨科別注明柱寬外，其余各跨均為250三層40.22 143.15

28、 16402.666195.48 494.93 56710.7 227 140.57363.3 41628.1 16700三層柱寬250除各跨科別注明柱寬外，其余各跨均為250二層66.35209.5 24005.296119.81 614.7470439 28280.83 444.13 50889.9 17000二層柱寬250除各跨科別注明柱寬外，其余各跨均為250G軸E軸C軸后后棟棟主主框框架架軸軸力力及及柱柱截截面面表表后后棟棟主主框框架架軸軸力力及及柱柱截截面面表表3軸框架軸力4軸框架軸力本層軸力累加軸力本層軸力累加軸力本層軸力累加軸力本層軸力累加軸力本層軸力累加軸力柱截面柱高h(yuǎn)柱截面

29、柱高h(yuǎn)柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)mmmmmmmmmm屋面層80.7580.759252.637191.75 191.75 21971.48884.0684.06 9631.88390000屋面層00柱寬250除各跨科別注明柱寬外，其余各跨均為250000000四層156.72 237.47 27210.1 109 242.27 434.02 49731.5 199209 293.06 33579.8 13434.4334.433945.116000四層00柱寬250除各跨科別注明柱寬外，其余各跨均為250000000三層156.76 394.23 45172.2 181 251.98

30、686 78604.2 314 236.59 529.65 60689.1 24388.34 122.77 14067.456000三層00柱寬250除各跨科別注明柱寬外，其余各跨均為250000000二層156.76 550.99 63134.3 253 192.55 878.55100667 336 237.32 766.9787882 293 167.28 290.05 33234.9 13300二層柱寬25074.41 364.4641761 209165.9165.91900976柱寬300除各跨科別注明柱寬外，其余各跨均為300柱寬250柱寬250G軸F軸C軸B軸A軸本層軸力累加軸

31、力本層軸力累加軸力本層軸力累加軸力本層軸力累加軸力本層軸力累加軸力柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)mmmmmmmmmm80.9780.97 9277.8137160.29 160.29 18366.67363.6763.67 7295.5229000000柱寬250除各跨科別注明柱寬外，其余各跨均為2500000前棟00146.57 227.54 26072.3 104 359.98 520.27 59614.3238155.15 218.82 25073.1 1001310 150104 50001310 136458 455柱寬250除各跨科別注明柱寬外，其余各

32、跨均為25071073958 247164.74 392.28 44948.8 180361.7 881.97101059337273.13 491.95 56369.3 22500柱寬250除各跨科別注明柱寬外，其余各跨均為250164.74 557.02 63825.2 255 275.64 1157.6132643442247.42 739.37 84719.5 28200柱寬300柱寬300除各跨科別注明柱寬外，其余各跨均為300G軸E軸C軸后后棟棟主主框框架架軸軸力力及及柱柱截截面面表表2軸框架軸力本層軸力累加軸力本層軸力累加軸力本層軸力累加軸力本層軸力累加軸力本層軸力累加軸力柱截面

33、柱高h(yuǎn)柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)柱截面柱高h(yuǎn)mmmmmmmmmm31.7336.34 4163.9617101.59 102.63 11759.74773.86 102.63 11759.7470000柱寬250除各跨科別注明柱寬外，其余各跨均為25060.0491.77 10515.342205.8 307.39 35221.8141142.63 216.49 24806.19929.0129.01 3324.113000柱寬250除各跨科別注明柱寬外，其余各跨均為25060.04 151.81 17394.970207.15 514.54 58957.7236180.72 397

34、.21 45513.6 182 66.9395.941099344000柱寬250除各跨科別注明柱寬外，其余各跨均為25057.58 209.39 23992.696203.46718 82270.8329181.57 578.78 66318.5 265 126.8 222.6925517 1020074.41297.134043 170153153 17531.388柱寬250除各跨科別注明柱寬外，其余各跨均為250G軸F軸C軸B軸A軸4軸框架軸力框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）屋面層梁軸號(hào)梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座bhh1*CGKN/m或KN

35、跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座bhh2*CGKN/m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座bhh3*CGKN/

36、m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）二跨（B-C）b支座線荷載集中荷載支座bhh4*CGKN/m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m四層梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座bhh1*CGKN/

37、m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座bhh2*CGKN/m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座bhh3*C

38、GKN/m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m1*CG支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座bhh4*CGKN/m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m三層梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中

39、荷載支座bhh1*CGKN/m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m3*CG梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座bhh2*CGKN/m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）

40、b支座線荷載集中荷載支座bhh3*CGKN/m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座bhh4*CGKN/m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m二層梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二

41、跨（B-C）b支座線荷載集中荷載支座bhh1*CGKN/m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b支座線荷載集中荷載支座bhh2*CGKN/m或KN跨度mmAB4.39BA集中力受力位置ma/lm集中力系數(shù)支座負(fù)彎矩M剛度I線剛度i4*CG分配系數(shù)u支座不平衡彎矩MikKN/m支座平衡彎矩MkKN/m豎向力RKN剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B

42、）支座平衡彎矩二跨（B-C）b2支座線荷載集中荷載支座bh5h3*CGKN/m或KN14.4跨度mmAB4.39BA集中力受力位置m00a/lm0.0000.000集中力系數(shù)00支座負(fù)彎矩M23.13-23.13剛度I20.83線剛度i3.559分配系數(shù)u-0.166支座不平衡彎矩MikKN/m4.10支座平衡彎矩MkKN/m-24.49豎向力RKN31.30-31.92剪力至零點(diǎn)的距離xm跨中彎矩KN/m梁軸號(hào) 梁截面單位一跨（A-B）支座平衡彎矩二跨（B-C）b2支座線荷載集中荷載支座bh5h4*CGKN/m或KN8.5跨度mmAB4.39BA集中力受力位置m00a/lm0.0000.00

43、0集中力系數(shù)00支座負(fù)彎矩M13.65-13.65剛度I20.83線剛度i3.559分配系數(shù)u-0.166支座不平衡彎矩MikKN/m2.82支座平衡彎矩MkKN/m-14.58豎向力RKN18.44-18.87剪力至零點(diǎn)的距離xm跨中彎矩KN/m2*CG支座平衡彎矩三跨(C-E、F)支座線荷載集中荷載支座b2支座線荷載集中荷載h512.3023.11BC2.9CBCE、F4.83.470.7230.05512.7320.834.340-0.21430.75#DIV/0!#DIV/0!2.50#DIV/0! #DIV/0!25.70-25.70支座平衡彎矩三跨(C-E、F)支座線荷載集中荷載支

44、座b2線荷載集中荷載h512.3055.12BC2.9CBCE、F4.83.470.7230.05517.4620.834.340-0.21436.502.9736.69-36.69支座平衡彎矩三跨(C-E、F)支座線荷載集中荷載支座b2支座線荷載集中荷載h5框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）屋面層二跨（B-C）二跨（B-C）二跨（B-C）12.3067.34BC2.9CBCE、F5.33.470.6550.07823.8220.833.931-0.18523.820.0047.233.8466.86-66.86支座平衡彎矩三跨(C-E、F)支座線荷載集中荷載支座b2支座線荷載集中荷載h512.3

45、035.83BC2.9CBCE、F5.33.470.6550.07814.9120.833.931-0.18514.910.0038.153.1044.27-44.27支座平衡彎矩三跨(C-E、F)支座線荷載集中荷載支座b2支座線荷載集中荷載h533.8544.98BC2.9CBCE、F4.83.470.723二跨（B-C）四層二跨（B-C）0.05540.7720.834.340-0.21485.062.5166.09-66.09支座平衡彎矩三跨(C-E、F)支座線荷載集中荷載支座b2線荷載集中荷載h629.6544.98BC2.9CBCE、F4.83.470.7230.05539.5636

46、.007.500-0.28277.042.6060.52-60.52支座平衡彎矩三跨(C-E、F)2支座線荷載集中荷載支座b2支座線荷載集中荷載4h612.6531.4567.3BC2.9CBCE、F5.3003.470.0000.0000.655000.0787.00-27.8572.0910.6736.002.7596.792-0.144-0.356-0.28744.24二跨（B-C）二跨（B-C）-40.636.75-29.9498.320.532.373.13-5.205.20113.04 -113.04支座平衡彎矩三跨(C-E、F)2支座線荷載集中荷載支座b2支座線荷載集中荷載5h5

47、12.6524.1562.34BC2.9CBCE、F5.3003.470.0000.0000.655000.0780.94-42.3969.9320.8320.835.3883.931-0.289-0.211-0.21927.54-58.31-1.44-38.1382.23(0.11)3.013.41-0.860.8681.69-81.69支座平衡彎矩三跨(C-E、F)支座線荷載集中荷載支座b2支座線荷載集中荷載h533.8544.98BC2.9CBCE、F4.83.470.7230.055-19.7844.9320.834.340-0.25019.4587.392.5867.89-67.89

48、二跨（B-C）三層二跨（B-C）支座平衡彎矩三跨(C-E、F)支座線荷載集中荷載支座b2線荷載集中荷載h629.6548.08BC2.9CBCE、F4.83.470.7230.055-81.6936.3536.007.500-0.317-64.1477.322.6164.46-64.46支座平衡彎矩三跨(C-E、F)2支座線荷載集中荷載支座b2支座線荷載集中荷載4h627.0026.2735.4567.49BC2.9CBCE、F5.31.61.33.470.5520.4480.6550.1110.13780.07815.99-50.6093.7010.6736.002.7596.792-0.1

49、44-0.356-0.28743.10-63.0534.70-69.87113.051.291.613.196.31-6.31117.21 -117.21支座平衡彎矩三跨(C-E、F)2支座線荷載集中荷載支座b2支座線荷載集中荷載5h523.524.6562.53BC2.9CBCE、F5.3003.47二跨（B-C）二跨（B-C）二跨（B-C）0.0000.0000.655000.07816.47-16.4783.5520.8320.835.3883.931-0.289-0.211-0.21967.08-55.2620.70-47.4589.81支座平衡彎矩三跨(C-E、F)支座線荷載集中荷載

50、支座b2支座線荷載集中荷載h517.500BC2.9CBCE、F4.83.470.7230.055-14.1433.6020.834.340-0.250-10.8842.78支座平衡彎矩三跨(C-E、F)支座線荷載集中荷載支座b2線荷載集中荷載h641.000BC2.9CBCE、F4.83.470.7230.05543.5578.7236.007.500二層二跨（B-C）二跨（B-C）-0.317-43.55104.39支座平衡彎矩三跨(C-E、F)2支座線荷載集中荷載支座b2支座線荷載集中荷載5h631.8015.3510.6567.5BC2.9CBCE、F5.31.61.33.470.55

51、20.4480.6550.1110.13780.07827.23-28.4252.8320.8336.007.1846.792-0.334-0.257-0.243-0.28724.41-40.9748.25-59.3252.61支座平衡彎矩三跨(C-E、F)2支座線荷載集中荷載支座b2支座線荷載集中荷載5h523.524.6062.53BC2.9CBCE、F5.3003.470.0000.0000.655000.07816.47-16.4783.4320.8320.837.1843.931-0.334-0.323-0.177-0.21966.96-59.7519.15-49.0089.80二跨

52、（B-C）二跨（B-C）支座平衡彎矩四跨(E、F-G)支座b2支座線荷載集中荷載支座h514.55F、ECE、FG3.6GF、E1.33000.2770.0000.0000.143900-40.4233.77-1.4420.83335.787-0.286-6.65-37.57-51.4036.23-16.152.302.491.117.53-7.53支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷載支座h518.0024.52F、ECE、FG3.6GF、E1.330.53.10.2770.1390.8610.14390.1030.017-56.4958.32-2.4320.83335.787

53、-0.2861.83-57.27-77.6668.75-20.571.832.461.149.32-9.32支座平衡彎矩四跨(E、F-G)支座b2支座線荷載集中荷載支座h5框架內(nèi)力計(jì)算表格（未調(diào)整彎矩）屋面層三跨(C-E、F)三跨(C-E、F)三跨(C-E、F)16.95F、ECE、FG3.1GF、E1.83000.3450.0000.0000.14800-71.5665.93-1.0120.83336.720-0.315-5.63-69.48-85.3048.36-4.181.462.850.25-0.490.49支座平衡彎矩四跨(E、F-G)支座b2支座線荷載集中荷載支座h513.450F

54、、ECE、FG3.1GF、E1.83000.3450.0000.0000.14800-54.7744.59-0.7420.83336.720-0.315-10.18-51.01-62.8737.06-4.632.202.760.340.06-0.06支座平衡彎矩四跨(E、F-G)支座b2支座線荷載集中荷載支座h524.15F、ECE、FG3.6GF、E1.33000.2770.0000.000四層三跨(C-E、F)三跨(C-E、F)0.143900-91.2770.27-1.0420.83335.787-0.286-21.00-82.27-122.4066.03-20.912.292.730.878.01-8.01支座平衡彎矩四跨(E、F-G)b2支座線荷載集中荷載支座h518.0030.85F、ECE、FG3.6GF