恒載活載彎矩分配圖計(jì)算表格by

1、框架恒載彎矩分配表上柱下柱右梁左梁上柱5層A5B5桿件編號(hào)A5A4A5B5B5A5分配系數(shù)0.2340.7660.635固端彎矩-273.91273.91附加彎矩26.92分配過(guò)程57.80189.1994.6015.48-92.65-185.3018.0659.1229.56-1.20-10.29-20.572.698.7992.82-119.74192.19A4B44層桿件編號(hào)A4A5A4A3A4B4B4A4B4B5分配系數(shù)0.190.190.620.4890.23固端彎矩-199.79199.79附加彎矩25.76分配過(guò)程28.9016.53-34.30-68.61-32.2730.95

2、30.95101.0050.50-43.489.030.722.845.682.67-2.39-2.39-7.80-3.90-4.834.392.06分配結(jié)果66.4945.81-138.06187.85-75.84A3B33層桿件編號(hào)A3A4A3A2A3B3B3A3B3B4分配系數(shù)0.190.190.620.4890.23固端彎矩-199.79199.79附加彎矩25.76分配過(guò)程33.0733.07107.9053.95-16.1315.4816.58-39.60-79.21-37.261.431.4354.682.341.33-1.20-0.05-0.53-1.05-0.500.340.

3、341.10分配結(jié)果49.1251.36-126.24175.82-52.55A2B22層桿件編號(hào)A2A3A2A1A2B2B2A2B2B3分配系數(shù)0.190.190.620.4890.23固端彎矩-199.79199.79附加彎矩25.76分配過(guò)程16.5317.32-34.30-68.61-32.2733.1533.15108.1854.09-18.630.723.05-3.23-6.47-3.04-0.10-0.10-0.33-0.16-0.250.710.33分配結(jié)果50.3053.41-129.47179.35-53.85A1B11層桿件編號(hào)A1A2A1A0A1B1B1A1B1B2分配

4、系數(shù)0.1990.150.6510.5220.246固端彎矩-199.79199.79附加彎矩25.76分配過(guò)程34.6326.10113.2956.65-16.1316.580.00-47.19-94.38-44.486.094.5919.939.97-1.52-0.050.00-2.20-4.41-2.080.450.341.4757.7031.04-114.49167.61-64.2113.052.300.1715.52A0B0BA改下柱右梁D5B5B4B5D50.2980.067-16.64-9.795-43.92-16.130.00-86.96-19.5519.552.840.000

5、-9.65-2.172.17-109.91-38.3611.93D4B4B3B4D40.2300.051-12.04-7.04-47.45-32.27-7.167.16-18.630.000.002.670.59-0.59-0.250.000.002.060.46-0.46-46.41-18.15-0.93D3B3B2B3D30.2300.051-12.04-7.04-47.45-16.130.000.00-37.26-8.268.26-1.520.000.00-0.50-0.110.111.34-55.41-20.41D2B2B1B2D20.2300.051-12.04-7.04框架恒載彎矩

6、分配表-47.45-32.27-7.167.16-22.240.000.00-3.04-0.670.67-1.040.000.000.330.07-0.07-105.71-19.800.72D1B1B0B1D10.1770.055-12.04-7.04-47.450.000.00-32.00-9.949.940.000.000.00-1.49-0.460.46-33.50-22.453.37-16.000.00-0.75-16.75BAB跨層q(kN/m)(自重作用)g(kN/m)(自重作用)a(m)l(m)gl/2u=(l-a)q/2 MAB(kNm) MBA(kNm)43.92.812.2

7、568.437.31-68.0371.11319.154.082.25612.2435.91-62.5968.53219.154.082.25612.2435.91-64.2169.57119.154.082.25612.2435.91-59.4466.98BC跨層q(kN/m)(板傳來(lái)荷載作用)g(kN/m)(自重作用)l(m)gl/2lq/4VB= gl/2+lq/4VC=-(gl/2+lq/4)49.5762.6934.047.1811.22-11.2239.5762.6934.047.1811.22-11.2229.5762.6934.047.1811.22-11.2219.5762.

8、6934.047.1811.22-11.22層邊柱A軸、D軸中柱B軸、C軸橫梁端部壓力縱梁端部壓力柱重柱軸力橫梁端部壓力縱梁端部壓力柱重4柱頂53.9153.9426.25252.7411.2294.1326.25柱底278.993柱頂53.5153.9426.25386.4460.3594.1326.25柱底412.692柱頂53.5953.9426.25520.2260.2694.1326.25柱底546.471柱頂53.2953.9436.25653.760.6294.1336.25柱底689.95改Mik/lVA=gl/2+u-Mik/lVB=-(gl/2+u+Mik/l)M=gl/2

9、*l/2+u*1.05-MAB-V1/A*l/20.5115.23-16.2642.670.9947.16-49.14-22.820.8947.25-49.04-21.491.2646.89-49.40-25.17柱軸力105.35131.60286.08312.33466.72492.97647.72683.97中柱B軸、C軸三跨對(duì)稱框架活載彎矩分配表上柱下柱右梁左梁上柱下柱A5最最低低點(diǎn)點(diǎn)彎彎矩矩B55層桿件編號(hào)A5A4A5B5B5A5B5B4分配系數(shù)0.2340.7660.6350.298固端彎矩-21.0821.08附加彎矩1.36-1.36分配過(guò)程4.6115.117.551.49-

10、1.03-9.13-18.26-8.572.387.783.894.03-0.69-2.51-5.03-2.360.752.451.696.566.03-7.398.319.23-5.41A4-1.75B44層桿件編號(hào)A4A5A4A3A4B4B4A4B4B5B4B3分配系數(shù)0.190.190.620.4890.230.230固端彎矩00附加彎矩0-6.41分配過(guò)程2.315.353.176.342.982.98-2.06-2.06-6.71-3.36-4.29-8.831.192.014.038.063.793.79-1.37-1.37-4.48-2.24-1.18-1.274.932.291

11、.081.08分配結(jié)果0.000.073.93-4.007.5411.092.38-2.25A3-7.54B33層桿件編號(hào)A3A4A3A2A3B3B3A3B3B4B3B2分配系數(shù)0.190.190.620.4890.230.230固端彎矩-60.2360.23附加彎矩3.89-3.89分配過(guò)程10.7010.7034.9317.471.491.49-1.03-1.34-18.77-37.55-17.66-17.664.024.0213.116.551.892.60-0.69-0.92-2.70-5.40-2.54-2.540.820.822.674.4826.61分配結(jié)果13.8213.28-

12、31.0036.1541.30-16.82-16.11A2-9.54B22層桿件編號(hào)A2A3A2A1A2B2B2A2B2B3B2B1分配系數(shù)0.190.190.620.4890.230.230固端彎矩00附加彎矩0-6.41分配過(guò)程5.355.613.176.342.982.98-2.68-2.68-8.76-4.38-8.83-9.372.012.115.5211.045.195.19-1.83-1.83-5.98-2.99-1.27-1.174.742.651.251.25分配結(jié)果0.002.853.20-6.059.3612.66-0.68-7.53A1-9.36B11層桿件編號(hào)A1A2

13、A1A0A1B1B1A1B1B2B1B0分配系數(shù)0.1990.150.6510.5220.2460.177固端彎矩-60.2360.23附加彎矩3.89-3.89分配過(guò)程11.218.4536.6818.341.490.00-1.340.00-19.88-39.76-18.74-13.484.223.1813.826.912.600.00-0.920.00-2.48-4.96-2.34-1.680.680.512.215.0626.2413.8512.14-29.8935.3240.75-16.99-15.16-9.084.23-6.741.590.000.25-0.846.07-7.58A0

14、B0活載1迭代過(guò)程BA改右梁E5B5E50.067000.00-1.931.930.000-0.530.53-0.84-2.462.468.31B4E40.051-6.55-3.930.66-0.660.000.000.84-0.840.000.000.24-5.30-0.24-4.81-5.67D3B3E30.05100.000.000.00-3.923.920.000.00-0.560.56-4.664.48-4.48D2B2E2三跨對(duì)稱框架活載彎矩分配表0.051-6.55-3.930.66-0.660.000.001.15-1.150.000.000.28-6.81-0.28-4.46

15、-6.02D1B1E10.05500.000.00-4.194.190.000.00-0.520.52-6.32-4.714.71AB跨層q(kN/m)a(m)l(m)u=(l-a)q/2MAB(kNm) MBA(kNm) Mik/lVA=u-Mik/l52.252.257.25.57-4.415.350.135.44402.257.20.00-2.123.440.18-0.18311.252.257.227.84-30.7532.920.3027.54202.257.20.00-3.324.370.15-0.15111.252.257.227.84-30.1132.740.3727.48BC

16、跨層q(kN/m)l(m)lq/4VB= lq/4VC=- lq/45030.000.000.00410.537.887.88-7.883030.000.000.00210.537.887.88-7.881030.000.000.00層邊柱A軸、D軸中柱B軸、C軸橫梁端部壓力縱梁端部壓力柱軸力橫梁端部壓力 縱梁端部壓力柱軸力55.442.537.975.704.7810.484-0.1812.6620.458.0628.4146.95327.5412.6660.6528.1528.41103.502-0.1512.6673.168.0228.41139.93127.4812.66113.302

17、8.2128.41196.55VB=-(u+Mik/l)M=u*1.05-MAB-V1/A*l/2-5.70-9.32-0.182.78-28.15-39.17-0.153.85-28.21-39.58三跨對(duì)稱框架活載彎矩分配表上柱下柱右梁左梁上柱下柱A5最最低低點(diǎn)點(diǎn)彎彎矩矩B55層桿件編號(hào)A5A4A5B5B5A5B5B4分配系數(shù)0.2340.7660.6350.298固端彎矩-21.0821.08附加彎矩1.36-1.36分配過(guò)程4.6115.117.55-6.486.44-6.60-13.20-6.200.040.120.06-5.110.661.603.211.50-0.53-1.737

18、.716.5611.22-12.5815.6418.70-16.28A4-9.08B44層桿件編號(hào)A4A5A4A3A4B4B4A4B4B5B4B3分配系數(shù)0.190.190.620.4890.230.230固端彎矩-60.2360.23附加彎矩3.89-3.89分配過(guò)程2.310.00-13.78-27.55-12.96-12.9612.8812.8842.0421.02-3.102.980.02-1.85-5.11-10.22-4.81-4.811.321.324.302.150.751.334.15-2.07-0.97-0.97分配結(jié)果26.2416.5312.36-32.7738.174

19、3.56-21.08-14.43A3-11.92B33層桿件編號(hào)A3A4A3A2A3B3B3A3B3B4B3B2分配系數(shù)0.190.190.620.4890.230.230固端彎矩00附加彎矩0-6.41分配過(guò)程0.000.000.000.00-6.48-6.486.446.666.3412.675.965.96-3.69-3.69-12.05-6.03-2.40-3.120.660.922.825.652.662.66-0.84-0.84-2.734.540.00分配結(jié)果2.573.05-5.628.9612.29-0.27-0.98A2-8.96B22層桿件編號(hào)A2A3A2A1A2B2B2

20、A2B2B3B2B1分配系數(shù)0.190.190.620.4890.230.230固端彎矩-60.2360.23附加彎矩3.89-3.89分配過(guò)程0.000.00-13.78-27.55-12.96-12.9613.3213.3243.4721.742.982.39-1.85-1.17-6.63-13.26-6.23-6.231.831.835.982.991.330.855.19-2.53-1.19-1.19分配結(jié)果26.2413.3113.99-31.1836.4041.62-16.07-21.03A1-10.16B11層桿件編號(hào)A1A2A1A0A1B1B1A1B1B2B1B0分配系數(shù)0.1

21、990.150.6510.5220.2460.177固端彎矩00附加彎矩0-6.41分配過(guò)程0.000.000.000.00-6.480.006.660.005.0710.154.783.44-2.34-1.76-7.64-3.82-3.120.000.920.001.813.621.711.23-0.54-0.41-1.77-0.900.004.70-2.17-2.536.249.95-3.114.67-6.240.001.72-0.880.00-0.200.61-1.082.33A0B0活載2迭代過(guò)程BABA右梁E5B5E50.067000.00-1.391.390.0000.34-0.3

22、4-10.38-1.051.0515.64B4E40.05100.00-2.872.870.000.00-1.071.070.000.00-0.22-4.080.22-4.164.16D3B3E30.051-6.55-3.930.000.001.32-1.320.000.000.59-0.59-4.74-5.84-4.64D2B2E2三跨對(duì)稱框架活載彎矩分配表0.05100.00-2.872.870.000.00-1.381.380.000.00-0.26-6.700.26-4.524.52D1B1E10.055-6.55-3.930.001.07-1.070.000.000.38-0.381

23、.95-5.10-5.38AB跨層q(kN/m)a(m)l(m)u=(l-a)q/2 MAB(kNm) MBA(kNm) Mik/lVA=u-Mik/l52.252.257.25.57-8.378.05-0.045.61411.252.257.227.84-31.2733.570.3227.52302.257.20.00-3.274.240.13-0.13211.252.257.227.84-30.9233.040.2927.55102.257.20.00-1.583.320.24-0.24BC跨層q(kN/m)l(m)lq/4VB= lq/4 VC=- lq/45030.000.000.00

24、4030.000.000.00310.537.887.88-7.882030.000.000.00110.537.887.88-7.88層邊柱A軸、D軸中柱B軸、C軸橫梁端部壓力縱梁端部壓力柱軸力橫梁端部壓力縱梁端部壓力柱軸力55.612.538.145.524.7810.30427.5212.6648.3328.1628.4166.883-0.1312.6660.858.0128.41103.30227.5512.66101.0628.1428.41159.851-0.2412.66113.488.1228.41196.37VB=-(u+Mik/l)M=u*1.05-MAB-V1/A*l/2

25、-5.52-5.99-28.16-38.58-0.133.76-28.14-39.02-0.242.45三跨對(duì)稱框架活載彎矩分配表上柱下柱右梁左梁上柱下柱A5最最低低點(diǎn)點(diǎn)彎彎矩矩B55層桿件編號(hào)A5A4A5B5B5A5B5B4分配系數(shù)0.2340.7660.6350.298固端彎矩-21.0821.08附加彎矩1.36-1.36分配過(guò)程4.6115.117.55-5.736.29-6.84-13.68-6.420.130.420.21-4.740.601.442.871.35-0.48-1.567.586.5611.16-12.5215.2818.03-15.53A4-8.71B44層桿件編號(hào)

26、A4A5A4A3A4B4B4A4B4B5B4B3分配系數(shù)0.190.190.620.4890.230.230固端彎矩-60.2360.23附加彎矩3.89-3.89分配過(guò)程2.310.00-12.17-24.35-11.45-11.4512.5812.5841.0520.52-3.212.050.06-1.63-4.74-9.47-4.45-4.451.201.203.911.950.671.204.17-1.87-0.88-0.88分配結(jié)果26.2416.1512.15-32.1839.6047.02-19.32-13.54A3-13.36B33層桿件編號(hào)A3A4A3A2A3B3B3A3B3

27、B4B3B2分配系數(shù)0.190.190.620.4890.230.230固端彎矩00附加彎矩0-6.41分配過(guò)程0.000.000.000.00-5.73-5.736.296.514.378.734.114.11-3.26-3.26-10.64-5.32-2.23-2.850.600.822.545.092.392.39-0.75-0.75-2.464.540.00分配結(jié)果2.873.32-6.197.348.50-1.45-2.08A2-7.34B22層桿件編號(hào)A2A3A2A1A2B2B2A2B2B3B2B1分配系數(shù)0.190.190.620.4890.230.230固端彎矩-60.2360

28、.23附加彎矩3.89-3.89分配過(guò)程0.000.00-12.17-24.35-11.45-11.4513.0213.0242.4821.242.051.49-1.63-0.96-6.06-12.12-5.70-5.701.641.645.372.681.200.745.17-2.26-1.06-1.06分配結(jié)果26.2413.0313.70-30.6238.0245.43-14.96-19.87A1-11.78B11層桿件編號(hào)A1A2A1A0A1B1B1A1B1B2B1B0分配系數(shù)0.1990.150.6510.5220.2460.177固端彎矩00附加彎矩0-6.41分配過(guò)程0.000.

29、000.000.00-5.730.006.510.003.176.332.992.15-1.93-1.45-6.30-3.15-2.850.000.820.001.573.131.481.06-0.48-0.36-1.55-0.750.004.93-1.81-3.124.726.32-4.113.21-4.720.001.07-0.730.00-0.180.53-0.901.61A0B0活載3迭代過(guò)程BABA右梁E5B5E50.067000.00-1.441.440.0000.30-0.30-9.68-1.141.14B4E40.051-6.55-3.93-2.542.540.000.00-0

30、.990.990.000.00-0.19-4.160.19-10.27-0.21D3B3E30.05100.000.000.000.91-0.910.000.000.53-0.53-4.73-1.441.44D2B2E2三跨對(duì)稱框架活載彎矩分配表0.051-6.55-3.93-2.542.540.000.00-1.261.260.000.00-0.24-6.660.24-10.590.11D1B1E10.05500.000.000.67-0.670.000.000.33-0.331.341.00-1.00AB跨層q(kN/m)a(m)l(m)u=(l-a)q/2 MAB(kNm) MBA(kN

31、m) Mik/lVA=u-Mik/l52.252.257.25.57-8.387.62-0.115.67411.252.257.227.84-30.6335.690.7027.14302.257.20.00-3.961.87-0.290.29211.252.257.227.84-30.2235.410.7227.12102.257.20.00-2.251.08-0.160.16BC跨層q(kN/m)l(m)lq/4VB= lq/4 VC=- lq/45030.000.000.00410.537.887.88-7.883030.000.000.00210.537.887.88-7.881030.

32、000.000.00層邊柱A軸、D軸中柱B軸、C軸橫梁端部壓力縱梁端部壓力柱軸力橫梁端部壓力縱梁端部壓力柱軸力55.672.538.205.464.7810.24427.1412.6648.0136.4228.4175.0730.2912.6660.96-0.2928.41103.19227.1212.66100.7436.4428.41168.0410.1612.66113.56-0.1628.41196.29VB=-(u+Mik/l)M=u*1.05-MAB-V1/A*l/2-5.46-6.20-28.55-37.840.292.92-28.56-38.190.161.67三跨對(duì)稱框架活載

33、彎矩分配表上柱下柱右梁左梁上柱下柱A5最最低低點(diǎn)點(diǎn)彎彎矩矩B55層桿件編號(hào)A5A4A5B5B5A5B5B4分配系數(shù)0.4980.5020.4260.423固端彎矩-8.128.12附加彎矩0.19-0.36分配過(guò)程3.953.981.99-4.985.99-0.87-1.73-1.72-2.55-2.57-1.29-0.110.410.300.590.59-0.35-0.365.826.567.45-7.647.667.68-6.22A4-1.10B44層桿件編號(hào)A4A5A4A3A4B4B4A4B4B5B4B3分配系數(shù)0.3320.3320.3360.2990.2970.297固端彎矩-40.

34、640.6附加彎矩0.95-2.13分配過(guò)程1.976.58-5.02-10.03-9.96-9.9611.9911.9912.136.07-0.86-4.49-1.28-1.11-0.11-0.21-0.21-0.210.830.830.840.420.290.079.85-0.23-0.23-0.23分配結(jié)果26.2413.5118.29-32.7534.6836.61-10.98-14.83A3-8.43B33層桿件編號(hào)A3A4A3A2A3B3B3A3B3B4B3B2分配系數(shù)0.3320.3320.3360.2990.2970.297固端彎矩-40.640.6附加彎矩0.95-2.13分

35、配過(guò)程13.1613.1613.326.66-4.98-4.985.995.22-4.52-9.04-8.98-8.98-2.22-2.22-2.25-1.12-0.110.750.410.040.070.140.140.14-0.18-0.18-0.188.8926.24分配結(jié)果17.1816.03-34.1535.7037.24-13.93-13.08A2-9.45B22層桿件編號(hào)A2A3A2A1A2B2B2A2B2B3B2B1分配系數(shù)0.3320.3320.3360.2990.2970.297固端彎矩-40.640.6附加彎矩0.95-2.13分配過(guò)程6.586.66-5.02-10.0

36、3-9.96-9.9610.4310.4310.565.28-4.49-5.81-1.110.110.751.501.491.490.080.080.080.040.07-0.1410.030.010.010.01分配結(jié)果26.2415.9917.28-34.2235.8137.40-12.88-16.55A1-9.57B11層桿件編號(hào)A1A2A1A0A1B1B1A1B1B2B1B0分配系數(shù)0.3360.2650.3690.3260.3240.234固端彎矩-40.640.6附加彎矩0.95-2.13分配過(guò)程13.3210.5114.637.32-4.980.005.220.00-5.85-1

37、1.70-11.63-8.400.210.170.230.120.750.000.040.00-0.14-0.28-0.28-0.200.030.030.044.4626.2418.8310.70-31.6933.8736.05-16.14-8.60-7.635.25-4.200.080.000.01-0.105.35-4.30A0B0活載4迭代過(guò)程BA右梁E5B5E50.151-0.70-0.420.00-0.610.610.0000.21-0.21-4.78-1.10-0.027.66B4E40.107-4.92-2.95-3.593.590.000.00-0.080.080.000.00

38、-0.08-7.990.08-8.670.80D3B3E30.107-4.92-2.950.000.00-3.243.240.000.000.05-0.05-7.210.23-8.10D2B2E2三跨對(duì)稱框架活載彎矩分配表0.107-4.92-2.95-3.593.590.000.000.54-0.540.000.000.00-9.080.00-7.970.10D1B1E10.116-4.92-2.950.00-4.164.160.000.00-0.100.10-3.58-9.181.31AB跨層q(kN/m)a(m)l(m)u=(l-a)q/2 MAB(kNm) MBA(kNm) Mik/l

39、VA=u-Mik/l52.252.257.25.57-7.647.680.015.56411.252.257.227.84-32.7536.610.5427.31311.252.257.227.84-34.1537.240.4327.41211.252.257.227.84-34.2237.400.4427.40111.252.257.227.84-31.6936.050.6127.24BC跨層q(kN/m)l(m)lq/4VB= lq/4 VC=- lq/451.53.01.131.13-1.13410.53.07.887.88-7.88310.53.07.887.88-7.88210.53

40、.07.887.88-7.88110.53.07.887.88-7.88層邊柱A軸、D軸中柱B軸、C軸橫梁端部壓力縱梁端部壓力柱軸力橫梁端部壓力縱梁端部壓力柱軸力55.562.538.096.704.7811.48427.3112.6648.0636.2528.4176.14327.4112.6688.1436.1528.41140.70227.4012.66128.2036.1628.41205.27127.2412.66168.1036.3228.41270.01VB=-(u+Mik/l)M=u*1.05-MAB-V1/A*l/2-5.57-6.54-28.38-36.32-28.27-3

41、5.31-28.29-35.19-28.45-37.13三跨對(duì)稱框架活載彎矩分配表上柱下柱右梁左梁上柱下柱A5最最低低點(diǎn)點(diǎn)彎彎矩矩B55層桿件編號(hào)A5A4A5B5B5A5B5B4分配系數(shù)0.4980.5020.4260.423固端彎矩-3.253.25附加彎矩0.076-0.14分配過(guò)程1.581.590.80-2.563.04-0.23-0.45-0.45-1.40-1.41-0.71-0.080.220.170.340.33-0.19-0.202.746.563.25-3.333.273.22-2.76A43.29B44層桿件編號(hào)A4A5A4A3A4B4B4A4B4B5B4B3分配系數(shù)0.

42、3320.3320.3360.2990.2970.297固端彎矩-20.3120.31附加彎矩0.47-1.07分配過(guò)程0.793.29-2.58-5.16-5.13-5.136.096.096.163.08-0.22-2.30-0.70-0.56-0.08-0.17-0.17-0.170.450.450.450.230.170.044.98-0.13-0.13-0.13分配結(jié)果26.246.629.27-16.3617.2618.16-5.48-7.68A38.98B33層桿件編號(hào)A3A4A3A2A3B3B3A3B3B4B3B2分配系數(shù)0.3320.3320.3360.2990.2970.2

43、97固端彎矩-20.3120.31附加彎矩0.47-1.07分配過(guò)程6.596.596.673.33-2.56-2.563.042.62-2.31-4.63-4.60-4.60-1.11-1.11-1.13-0.56-0.080.390.220.020.040.080.080.08-0.09-0.09-0.094.4526.24分配結(jié)果8.658.02-17.1417.8318.53-7.17-6.69A28.41B22層桿件編號(hào)A2A3A2A1A2B2B2A2B2B3B2B1分配系數(shù)0.3320.3320.3360.2990.2970.297固端彎矩-20.3120.31附加彎矩0.47-1

44、.07分配過(guò)程3.293.33-2.58-5.16-5.13-5.135.245.245.312.65-2.30-2.98-0.560.060.390.780.780.780.030.030.030.020.04-0.075.030.010.010.01分配結(jié)果26.248.018.67-17.1617.8818.61-6.61-8.47A18.36B11層桿件編號(hào)A1A2A1A0A1B1B1A1B1B2B1B0分配系數(shù)0.3360.2650.3690.3260.3240.234固端彎矩-20.3120.31附加彎矩0.47-1.07分配過(guò)程6.675.267.323.66-2.560.002

45、.620.00-2.99-5.99-5.95-4.300.120.100.140.070.390.000.020.00-0.07-0.15-0.15-0.110.020.020.022.2426.249.455.37-15.9016.9017.90-8.27-4.409.342.63-2.150.050.000.01-0.052.69-2.20A0B0活載地震迭代過(guò)程BA右梁E5B5E50.151-0.28-0.170.00-0.160.160.0000.12-0.12-2.29-0.32-0.133.27B4E40.107-1.97-1.18-1.851.850.000.00-0.060.0

46、60.000.00-0.05-4.120.05-3.920.77D3B3E30.107-1.97-1.180.000.00-1.661.660.000.000.03-0.03-3.690.45-3.60D2B2E2三跨對(duì)稱框架活載彎矩分配表0.107-1.97-1.18-1.851.850.000.000.28-0.280.000.000.00-4.650.00-3.540.39D1B1E10.116-1.97-1.180.00-2.132.130.000.00-0.050.05-1.84-4.151.00AB跨層q(kN/m)a(m)l(m)u=(l-a)q/2 MAB(kNm) MBA(k

47、Nm) Mik/lVA=u-Mik/l50.92.257.22.23-3.333.22-0.022.2445.632.257.213.93-16.3618.160.2513.6835.632.257.213.93-17.1418.530.1913.7425.632.257.213.93-17.1618.610.2013.7315.632.257.213.93-15.917.90.2813.66BC跨層q(kN/m)l(m)lq/4VB= lq/4 VC=- lq/450.63.00.450.45-0.4544.23.03.153.15-3.1534.23.03.153.15-3.1524.23

48、.03.153.15-3.1514.23.03.153.15-3.15層邊柱A軸、D軸中柱B軸、C軸橫梁端部壓力縱梁端部壓力柱軸力橫梁端部壓力縱梁端部壓力柱軸力52.241.013.252.661.914.57413.686.3323.2717.3314.236.11313.746.3343.3417.2814.267.58213.736.3363.4017.2914.299.07113.666.3383.3917.3614.2130.63VB=-(u+Mik/l)M=u*1.05-MAB-V1/A*l/2-2.21-2.41-14.18-18.27-14.13-17.70-14.14-17.65-14.21-18.63三跨對(duì)稱框架活載彎矩分配表上柱下柱右梁左梁上柱下柱A5最最低低點(diǎn)點(diǎn)彎彎矩矩B55層桿件編號(hào)A5A4A5B5B5A5B5B4分配系數(shù)0.2340.7660.6350.298固端彎矩-21.0821.08附加彎矩1.36-3.10分配過(guò)程4.6115.117.55-4.845.60-6.16-12.31-5.7