某办公楼设计及计算书

1、内力组合考虑四种荷载组合：1）1.2 恒荷载+1.4 活荷载；2）1.2 恒荷载+1.4 风荷载；3）1.2 恒荷载+0.9*（1.4 活荷载+1.4 风荷载）；4）1.35 恒荷载+0.7 活荷载。在组合各种荷载的内力时，风荷载分别考虑和右风；活荷载除屋面外考虑最不利布置。1.横梁内力组合表框架横梁的活荷载不利布置有以下三种：边支座最大负弯矩和最大剪力及边跨跨中最大弯矩中间跨中最大弯矩中间支座处最大负弯矩和最大剪力横梁内力组合（四层）杆件号截面内力种类恒载活荷载荷载风荷载内力组合控制值右震右风1.2 恒+1.4活1.2 恒+1.4 风1.2 恒+0.9*（1.4 活+1.4风）1.35 恒+

2、0.7活1.2*（恒+0.5*活）+1.3*A4C4A4M-51.84-18.9725.121-25.1213.661955-3.66196-88.766-67.3347-90.7243-83.263-106.247-65.0728V-62.0033-21.87393.489027-3.489030.508605-0.5086-105.027-75.116-102.606-99.0162-92.064-100.054跨中M52.598418.20364.250105-4.250110.68414-0.6841488.6031262.1602885.192683.7503668.515141.4

3、1811C4M80.5227.6920.87089-20.87092.977815-2.97782135.3992.45506127.7614128.08586.10584106.4909横梁内力组合（三层）杆件号截面内力种类恒载活荷载荷载风荷载内力组合控制值右震右风1.2 恒+1.4活1.2 恒+1.4 风1.2 恒+0.9*（1.4 活+1.4风）1.35 恒+0.7活1.2*（恒+0.5*活）+1.3*A3C3A3M-62.8-25.5739.52102-39.5218.081833-8.08183-111.158-86.6746-117.761-102.679-142.079同一层V-

4、65.2617-22.41695.48903-5.489031.122477-1.12248-109.698-79.8854-107.974-103.795-98.8999同一层跨中M30.947613.55861.628467-1.628471.040217-1.0402256.1191635.6808252.9102851.2702843.15527同一层C3左M68.0230.3837.89255-37.89267.041617-7.04162124.15671.76574111.0304113.09350.59168同一层V66.7116523.753065.262854-5.2628

5、50.978002-0.978113.308378.68478108.7505106.687987.4641同一层C3D3C3M-43.96-24.0522.44591-22.44593.283334-3.28333-86.422-57.3487-87.192-76.181-96.3617同一层左V69.9699824.296112.898735-2.898730.413585-0.41359117.978583.38496114.056111.466894.77329110.4292C4D4C4右M-56.87-20.1312.36301-12.3631.388483-1.38848-96.

6、426-70.1879-95.3573-90.8655-96.3939-88.7353V-15.7972-5.591673.43417-3.434170.38569-0.38569-26.785-19.4966-26.4881-25.2404-26.7761-23.599跨中M-36.2636-12.840000-61.4923-43.5163-59.6947-57.9439-51.2203-3.25599D4左M-56.87-20.13-12.36312.36301-1.388481.388483-96.426-66.3001-91.8583-90.8655-64.2501-85.4793V

7、-15.7972-5.591673.43417-3.434170.38569-0.38569-26.785-19.4966-26.4881-25.2404-26.7761-22.6271D4F4D4右M80.5227.69-20.870920.87089-2.977822.977815135.39100.7929135.2654128.085140.370299.24736V69.9699824.296112.898735-2.898730.413585-0.41359117.978583.38496114.056111.466894.77329113.005跨中M52.598418.2036

8、4.250105-4.250110.68414-0.6841488.6031262.1602885.192683.7503668.515143.08229F4M-51.84-18.97-25.12125.121-3.661963.661955-88.766-57.0813-81.4961-83.263-40.9327-56.1651V-62.0033-21.87393.489027-3.489030.508605-0.5086-105.027-75.116-102.606-99.0162-92.064-102.375横梁内力组合（二层）杆件号截面内力种类恒载活荷载荷载风荷载内力组合控制值右震右

9、风1.2 恒+1.4活1.2 恒+1.4 风1.2 恒+0.9*（1.4 活+1.4风）1.35 恒+0.7活1.2*（恒+0.5*活）+1.3*A2C2A2M-57.06-24.1853.30554-53.305513.48108-13.4811-102.324-87.3455-115.925-93.957-152.277同一层V-64.6436-22.34477.403547-7.403551.872372-1.87237-108.855-80.1936-108.086-102.91-100.604同一层跨中M34.462614.6886-0.09340.0933992.38489-2.3

10、848961.9191638.0162756.8577956.8065350.2897同一层C2左M66.7329.5153.39894-53.398911.09619-11.0962121.3964.54133103.2774110.742528.36338同一层V67.3297123.825287.416519-7.416521.541138-1.54114114.15178.63805108.8737107.572885.44934同一层C2D2C2右M-44.61-24.29131.63122-31.63125.173883-5.17388-87.5394-60.7754-90.657

11、8-77.2272-109.227同一层V-12.3917-6.74758.786449-8.786451.43719-1.43719-24.3165-16.8821-25.1827-21.452-30.3409同一层跨M-27.9402-15.17040000-54.7668-33.5282-52.6429-48.3386-42.6305同一层右V-12.2111-6.680566.234974-6.234970.912037-0.91204-24.0061-15.9302-24.22-21.1614-26.7671同一层跨中M-27.2902-14.92940000-53.6494-32.

12、7482-51.5593-47.2924-41.7059同一层D3左M-43.96-24.05-22.445922.44591-3.283333.283334-86.422-48.1553-78.918-76.181-38.0023同一层V-12.2111-6.680566.234974-6.234970.912037-0.91204-24.0061-15.9302-24.22-21.1614-26.7671同一层D3F3D3右M68.0230.38-37.892637.89255-7.041627.041617124.15691.48226128.7752113.093149.1123同一层

13、V66.7116523.753065.262854-5.262850.978002-0.978113.308378.68478108.7505106.687987.4641同一层跨中M30.947613.55861.628467-1.628471.040217-1.0402256.1191635.6808252.9102851.2702843.15527同一层F3M-62.8-25.57-39.52139.52102-8.081838.081833-111.158-64.0454-97.3951-102.679-39.3247同一层V-65.2617-22.41695.48903-5.4890

14、31.122477-1.12248-109.698-79.8854-107.974-103.795-98.8999同一层横梁内力组合（一层）杆件号截面内力种类恒载活荷载荷载风荷载内力组合控制值右震右风1.2 恒+1.4活1.2 恒+1.4 风1.2 恒+0.9*（1.4 活+1.4风）1.35 恒+0.7活1.2*（恒+0.5*活）+1.3*A1C1A1M-50.22-21.1482.06332-82.063314.37961-14.3796-89.86-80.3954-105.019-82.595-179.63-78.3623V-63.7769-21.886411.39768-11.3977

15、1.997167-1.99717-107.173-79.3283-106.626-101.419-104.481-107.319跨中M38.182616.078610.95469-10.95470.38064-0.3806468.3291645.2862265.5985562.8015341.2251827.42189C1左M66.1329.7771.10863-71.108613.99897-13.999121.03459.7574599.2275110.11454.776785105.7842V68.1963724.283619.876198-9.87621.944301-1.944311

16、5.832779.11363109.9832109.063683.56676114.1892C1D1C1右M-44.61-24.4942.12167-42.12176.527377-6.52738-87.818-62.6703-92.6139-77.3665-122.984-86.8859V-12.5667-6.8027811.70046-11.70051.81316-1.81316-24.6039-17.6184-25.9361-21.7269-34.3723-23.3081跨中M-28.5702-15.36940000-55.8014-34.2842-53.6497-49.3284-43.

17、5059-15.3067D1M-44.61-24.49-42.121742.12167-6.527386.527377-87.818-44.3937-76.1649-77.3665-13.4678-71.5792中D2左M-44.61-24.291-31.631231.63122-5.173885.173883-87.5394-46.2886-77.6196-77.2272-26.986同一层V-12.3917-6.74758.786449-8.786451.43719-1.43719-24.3165-16.8821-25.1827-21.452-30.3409同一层D2F2D2右M66.73

18、29.51-53.398953.39894-11.096211.09619121.3995.61067131.2398110.7425167.2006同一层V67.3297123.825287.416519-7.416521.541138-1.54114114.15178.63805108.8737107.572885.44934同一层跨中M34.462614.6886-0.09340.0933992.38489-2.3848961.9191638.0162756.8577956.8065350.2897同一层F2M-57.06-24.18-53.305553.30554-13.481113.

19、48108-102.324-49.5985-81.9526-93.957-13.6828同一层V-64.6436-22.34477.403547-7.403551.872372-1.87237-108.855-80.1936-108.086-102.91-100.604同一层屋面横梁控制值计算位置截面荷载MVbtanMV左边跨A4恒荷载活荷载右风载-51.84-18.97-3.66196-62.0033-21.8739-0.50860.61.106481-36.3392-62.66720.33642-13.5015-22.0757-3.5348-0.50861.2 恒+0.9*(1.4 活+1

20、.4 风)1.35 恒+0.7 活-65.0728-100.054C4左恒荷载活荷载80.5227.692.97781569.9699824.296110.4135850.61.1064810.3364263.027569.3060921.6159724.094262.8744190.4135851.2 恒+0.9*(1.4 活+1.4 风)1.35 恒+0.7 活106.4909110.4292中跨C4右恒荷载活荷载右风载-56.87-20.13-1.38848-15.7972-5.59167-0.385690.4-4.38812-52.9207-14.042-1.55324-18.7321

21、-4.97037-1.29206-0.385691.2 恒+0.9*(1.4 活+1.4 风)-88.7353-23.599D4恒荷载-56.87-15.7972-4.38812-52.9207-14.042左V-12.5667-6.8027811.70046-11.70051.81316-1.81316-24.6039-17.6184-25.9361-21.7269-34.3723-18.739D1F1D1右M66.1329.77-71.108671.10863-13.99913.99897121.03498.95455134.5049110.1145189.659271.73171V68.

22、1963724.283619.876198-9.87621.944301-1.9443115.832779.11363109.9832109.063683.56676109.2895跨中M38.182616.078610.95469-10.95470.38064-0.3806468.3291645.2862265.5985562.8015341.2251828.3478F1M-50.22-21.14-82.063382.06332-14.379614.37961-89.86-40.1326-68.7821-82.59533.73431-43.3839V-63.7769-21.886411.39

23、768-11.39771.997167-1.99717-107.173-79.3283-106.626-101.419-104.481-102.286楼面横梁控制值计算位置截面荷载MVbtanMV左边跨A1恒荷载活荷载右风载-50.22-21.14-14.3796-63.7769-21.8864-1.997170.60.613812-34.2758-64.14520.332948-15.6684-22.0862-13.8803-1.997171.2 恒+0.9*1.4*(活+风)-78.3623-107.319C1左恒荷载活荷载66.1329.7713.9989768.1963724.2836

24、11.9443010.60.6138120.33294849.0809167.8280923.699124.0838413.512891.9443011.2 恒+0.9*1.4105.7842114.1892左活荷载-20.131.388483-5.591670.385690.4-1.55324-18.7321-4.970371.292060.385691.2 恒+0.9*(1.4 活+1.4 风)-85.4793-22.6271右边跨D4右恒荷载活荷载右风载80.5227.69-2.9778269.9699824.29611-0.413590.61.10648163.027569.30609

25、0.3364221.6159724.09426-2.87442-0.413591.2 恒+0.9*(1.4 活+1.4 风)99.24736113.005F4恒荷载活荷载-51.84-18.973.661955-62.0033-21.87390.5086050.61.1064810.33642-36.3392-62.6672-13.5015-22.07573.5348040.5086051.2 恒+0.9*(1.4 活+1.4 风)-56.1651-102.375*(活+风)中跨C1右恒荷载活荷载右风载-45.24-24.49-6.52738-12.5667-6.80278-1.813160.

26、4-3.49074-42.0983-11.1704-1.88966-22.7893-6.04691-6.07409-1.813161.2 恒+0.9*1.4*(活+风)-86.8859-23.3081D1左恒荷载活荷载-45.24-24.496.527377-12.5667-6.802781.813160.4-3.49074-1.88966-42.0983-11.1704-22.7893-6.046916.0740871.813161.2 恒+0.9*1.4*(活+风)-71.5792-18.739右边跨D1右恒荷载活荷载右风载66.1329.77-13.99968.1963724.28361

27、-1.94430.60.61381249.0809167.828090.33294823.699124.08384-13.5129-1.94431.2 恒+0.9*1.4*(活+风)71.73171109.2895F1恒荷载活荷载-50.22-21.1414.37961-63.7769-21.88641.9971670.60.6138120.332948-34.2758-64.1452-15.6684-22.086213.880311.9971671.2 恒+0.9*1.4*(活+风)-43.3839-102.286框架柱内力组合（四层）杆件号截面内力种类恒载活荷载风荷载内力组合1.2 恒荷载

28、+1.4 活荷载1.2 恒荷载+1.4 风荷载1.2 恒荷载+0.9*（1.4 活荷载+1.4 风荷载）1.35 恒荷载+0.7 活荷载1.2*（恒+0.5*活）+1.3*右震右风MmaxNmaxNmaxNmaxNmaxNmaxNminNmmaxNmmaxNmmaxNmmaxA4A 3上端M51.8418.97-25.1225.12-3.663.6688.7788.7762.2167.3367.3357.0890.7290.7257.5983.2683.2669.98106.25106.2529.55N-62.00-21.87-6.396.390.51-0.51-105.03-105.03-7

29、4.40-75.12-75.12-73.69-102.61-102.61-73.76-99.02-99.02-83.70-79.22-79.22-82.71下端M41.3815.52-2.182.18-2.062.0671.3871.3849.6652.5452.5446.7771.8171.8147.0666.7366.7355.8661.8161.8146.82N-90.43-21.87-6.396.390.51-0.51-139.14-139.14-108.52-109.23-109.23-107.81-136.72-136.72-107.88-137.40-137.40-122.09-

30、113.34-113.34-116.83V23.908.846.39-6.39-1.471.4741.0641.0628.6830.7430.7426.6341.6741.6726.8338.4638.4632.2725.6925.6936.99C4C 3上端M-23.66-7.56-33.2333.23-4.374.37-38.98-38.98-28.39-22.28-22.28-34.50-32.42-32.42-33.89-37.23-37.23-31.9410.2810.28-71.60N-54.1718.70-0.480.480.80-0.80-38.82-38.82-65.01-6

31、6.13-66.13-63.89-42.45-42.45-64.00-60.04-60.04-73.13-53.16-53.16-65.63下端M-17.64-5.47-7.307.30-2.792.79-28.83-28.83-21.17-17.26-17.26-25.08-24.54-24.54-24.69-27.64-27.64-23.81-14.97-14.97-30.65N-82.6018.70-0.480.480.80-0.80-72.94-72.94-99.12-100.24-100.24-98.01-76.56-76.56-98.12-98.42-98.42-111.52-87

32、.28-87.28-99.75V-10.59-3.346.87-6.87-1.841.84-17.39-17.39-12.71-10.14-10.14-15.28-14.60-14.60-15.02-16.63-16.63-14.30-23.64-23.64-3.78D4D 3上端M-23.66-7.56-33.2333.234.37-4.37-38.98-38.98-28.39-34.50-34.50-22.28-43.42-43.42-22.89-37.23-37.23-31.9410.2810.28-71.60N-54.1718.706.08-6.08-0.800.80-38.82-38

33、.82-65.01-63.89-63.89-66.13-40.43-40.43-66.01-60.04-60.04-73.13-61.69-61.69-57.10下端M-17.64-5.47-7.307.302.79-2.79-28.83-28.83-21.17-25.08-25.08-17.26-31.58-31.58-17.65-27.64-27.64-23.81-14.97-14.97-30.65N-82.6018.706.08-6.08-0.800.80-72.94-72.94-99.12-98.01-98.01-100.24-74.55-74.55-100.13-98.42-98.4

34、2-111.52-95.81-95.81-91.22V-10.59-3.346.87-6.871.84-1.84-17.39-17.39-12.71-15.28-15.28-10.14-19.23-19.23-10.40-16.63-16.63-14.30-23.64-23.64-3.78F4F 3上端M51.8418.97-25.1225.123.66-3.6688.7788.7762.2157.0857.0867.3381.5081.5066.8283.2683.2669.98106.25106.2529.55N-62.00-21.876.39-6.39-0.510.51-105.03-1

35、05.03-74.40-73.69-73.69-75.12-101.32-101.32-75.04-99.02-99.02-83.70-95.83-95.83-66.10下端M41.3815.52-2.182.182.06-2.0671.3871.3849.6646.7746.7752.5466.6266.6252.2566.7366.7355.8661.8161.8146.82N-90.43-21.876.39-6.39-0.510.51-139.14-139.14-108.52-107.81-107.81-109.23-135.44-135.44-109.16-137.40-137.40-

36、122.09-129.95-129.95-100.22V23.908.846.39-6.391.47-1.4741.0641.0628.6826.6326.6330.7437.9837.9830.5338.4638.4632.2725.6925.6936.99框架柱内力组合（三层）杆件号截面内力种类恒载活荷载风荷载内力组合1.2 恒荷载+1.4 活荷载1.2 恒荷载+1.4 风荷载1.2 恒荷载+0.9*（1.4 活荷载+1.4 风荷载）1.35 恒荷载+0.7 活荷载1.2*（恒+0.5*活）+1.3*右震右风|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNmi

37、n|M|maxNmaxNmin|M|maxNmaxNminA3A 2上端M21.4210.05-37.3437.34-6.026.0239.7739.7725.7034.1334.1317.2745.9545.9518.1235.9535.9528.9280.2780.27-22.83N-155.70-44.29-17.1417.141.63-1.63-248.84-248.84-186.84-189.12-189.12-184.55-244.70-244.70-184.78-241.19-241.19-210.19-191.13-191.13-209.12下端M28.5312.09-16.0

38、016.00-4.934.9351.1651.1634.2441.1341.1327.3455.6855.6828.0346.9846.9838.5262.2962.2913.43N-184.13-44.29-17.1417.141.63-1.63-282.96-282.96-220.95-223.24-223.24-218.67-278.81-278.81-218.90-279.57-279.57-248.57-225.25-225.25-243.23V12.815.6810.75-10.75-2.812.8123.3223.3215.3719.3019.3011.4426.0626.061

39、1.8321.2621.2617.294.804.8029.35C3C 2上端M-6.42-0.86-53.0453.04-7.537.53-8.91-8.91-7.702.842.84-18.250.700.70-17.20-9.27-9.27-8.6760.7460.74-76.66N-137.1035.78-1.721.722.69-2.69-114.44-114.44-164.53-168.29-168.29-160.76-122.83-122.83-161.14-160.05-160.05-185.09-140.83-140.83-166.76下端M-11.06-2.61-26.13

40、26.13-6.166.16-16.93-16.93-13.27-4.64-4.64-21.90-8.79-8.79-21.04-16.76-16.76-14.9319.1319.13-47.24N-165.5435.78-1.721.722.69-2.69-148.55-148.55-198.64-202.41-202.41-194.88-156.95-156.95-195.25-198.43-198.43-223.47-174.94-174.94-200.88V-4.48-0.8912.47-12.47-3.513.51-6.62-6.62-5.38-0.46-0.46-10.30-2.0

41、7-2.07-9.80-6.67-6.67-6.05-22.12-22.1210.83D3D 2上端M-6.42-0.86-53.0453.047.53-8.91-8.91-7.70-18.25-18.252.84-18.28-18.281.79-9.27-9.27-8.6760.7460.74-76.66-7.53N-137.1035.781.72-1.72-2.692.69-114.44-164.53-160.76-160.76-168.29-116.06-116.06-167.91-160.05-160.05-185.09-145.29-145.29-162.29-114.44下端M-1

42、1.06-2.61-26.1326.136.16-6.16-16.93-16.93-13.27-21.90-21.90-4.64-24.33-24.33-5.51-16.76-16.76-14.9319.1319.13-47.24N-165.5435.781.72-1.72-2.692.69-148.55-148.55-198.64-194.88-194.88-202.41-150.17-150.17-202.03-198.43-198.43-223.47-179.41-179.41-196.41V-4.48-0.8912.47-12.473.51-3.51-6.62-6.62-5.38-10

43、.30-10.30-0.46-10.92-10.92-0.95-6.67-6.67-6.05-22.12-22.1210.83F3F 2上端M21.4210.05-37.3437.346.02-6.0239.7739.7725.7017.2717.2734.1330.7830.7833.2935.9535.9528.9280.2780.27-22.83N-155.70-44.2917.14-17.14-1.631.63-248.84-248.84-186.84-184.55-184.55-189.12-240.59-240.59-188.89-241.19-241.19-210.19-235.

44、69-235.69-164.55下端M28.5312.09-16.0016.004.93-4.9351.1651.1634.2427.3427.3441.1343.2643.2640.4446.9846.9838.5262.2962.2913.43N-184.13-44.2917.14-17.14-1.631.63-282.96-282.96-220.95-218.67-218.67-223.24-274.70-274.70-223.01-279.57-279.57-248.57-269.81-269.81-198.67V12.815.6810.75-10.752.81-2.8123.3223

45、.3215.3711.4411.4419.3018.9818.9818.9121.2621.2617.294.804.8029.35框架柱内力组合（二层）杆件号截面内力种类恒载活荷载风荷载内力组合1.2 恒荷载+1.4 活荷载1.2 恒荷载+1.4 风荷载1.2 恒荷载+0.9*（1.4 活荷载+1.4 风荷载）1.35 恒荷载+0.7 活荷载1.2*（恒+0.5*活）+1.3*右震右风|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNminA2A 1上端M28.5312.09-37.3037.30-8.558

46、.5551.1651.1634.2446.2146.2122.2660.2560.2523.4646.9846.9838.5289.9989.99-14.26N-248.77-66.64-31.9631.963.50-3.50-391.81-391.81-298.52-303.43-303.43-293.62-386.90-386.90-294.11-382.49-382.49-335.84-296.96-296.96-340.07下端M36.6115.38-42.0742.07-7.297.2965.4665.4643.9354.1354.1333.7372.4972.4934.7560.1

47、960.1949.42107.85107.85-10.75N-277.20-66.64-31.9631.963.50-3.50-425.93-425.93-332.64-337.55-337.55-327.74-421.02-421.02-328.23-420.87-420.87-374.22-331.08-331.08-374.19V16.707.0414.82-14.82-4.064.0629.9029.9020.0425.7325.7314.3634.0434.0414.9327.4827.4822.555.005.0039.31C2C 1上端M-11.06-2.61-58.9058.9

48、0-10.1110.11-16.93-16.93-13.270.880.88-27.42-3.83-3.83-26.01-16.76-16.76-14.9361.7461.74-89.85N-220.4752.85-2.752.755.67-5.67-190.57-190.57-264.57-272.50-272.50-256.63-205.11-205.11-257.43-260.64-260.64-297.64-229.28-229.28-268.15下端M-15.58-4.02-58.9058.90-9.719.71-24.32-24.32-18.70-5.10-5.10-32.29-1

49、1.53-11.53-30.93-23.85-23.85-21.0355.4755.47-95.27N-248.9052.85-2.752.755.67-5.67-224.69-224.69-298.69-306.62-306.62-290.75-239.23-239.23-291.54-299.02-299.02-336.02-263.39-263.39-302.26V-6.83-1.7017.57-17.57-5.085.08-10.58-10.58-8.20-1.08-1.08-15.31-3.94-3.94-14.60-10.41-10.41-9.22-32.06-32.0614.65

50、D2D 1上端M-11.06-2.61-58.9058.9010.11-10.11-16.93-16.93-13.27-27.42-27.420.88-29.29-29.29-0.54-16.76-16.76-14.9361.7461.74-89.85N-220.4752.852.75-2.75-5.675.67-190.57-190.57-264.57-256.63-256.63-272.50-190.83-190.83-271.71-260.64-260.64-297.64-236.43-236.43-260.99下端M-15.58-4.02-58.9058.90-9.71-24.32-1

51、8.70-32.29-32.29-5.10-36.00-36.00-6.46-23.85-23.85-21.0355.4755.47-95.279.71-24.32N-248.9052.852.75-2.75-5.675.67-224.69-224.69-298.69-290.75-290.75-306.62-224.95-224.95-305.83-299.02-299.02-336.02-270.55-270.55-295.11V-6.83-1.7017.57-17.575.08-5.08-10.58-10.58-8.20-15.31-15.31-1.08-16.74-16.74-1.79

52、-10.41-10.41-9.22-32.06-32.0614.65F2F 1上端M28.5312.09-37.3037.308.55-8.5551.1651.1634.2422.2622.2646.2138.6938.6945.0146.9846.9838.5289.9989.99-14.26N-248.77-66.6431.96-31.96-3.503.50-391.81-391.81-298.52-293.62-293.62-303.43-378.07-378.07-302.94-382.49-382.49-335.84-380.05-380.05-256.98下端M36.6115.38

53、-42.0742.077.29-7.2965.4665.4643.9333.7333.7354.1354.1354.1353.1160.1960.1949.42107.85107.85-10.75N-277.20-66.6431.96-31.96-3.503.50-425.93-425.93-332.64-327.74-327.74-337.55-412.19-412.19-337.06-420.87-420.87-374.22-414.17-414.17-291.09V16.707.0414.82-14.824.06-4.0629.9029.9020.0414.3614.3625.7323.

54、8023.8025.1627.4827.4822.555.005.0039.31框架柱内力组合（一层）杆件号截面内力种类恒载活荷载风荷载内力组合1.2 恒荷载+1.4 活荷载1.2 恒荷载+1.4 风荷载1.2 恒荷载+0.9*（1.4 活荷载+1.4 风荷载）1.35 恒荷载+0.7 活荷载1.2*（恒+0.5*活）+1.3*右震右风|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNminA1A 0上端M13.615.76-40.0040.00-7.097.0924.4024.4016.3326.2626.2

55、66.4032.5332.537.3922.4122.4118.3771.7871.78-35.66N-340.98-88.52-53.2353.235.50-533.10-533.10-409.17-416.88-416.88-401.47-527.64-527.64-402.24-522.29-522.29-460.32-393.08-393.08-478.38-5.50下端M6.862.88-93.3393.33-15.0715.0712.2612.28.2329.3329.33-12.8730.8530.85-10.7611.2811.289.26131.28131.28-113.09

56、N-371.60-88.52-53.2353.235.50-5.50-569.85-569.85-445.92-453.62-453.62-438.21-564.38-564.38-438.99-563.62-563.62-501.66-429.83-429.83-515.12V5.252.0621.27-21.27-5.285.289.189.186.3013.6913.69-1.0915.5415.54-0.358.538.537.09-20.12-20.1233.95C1C 0上端M-5.31-1.26-54.3354.33-10.8210.82-8.14-8.14-6.378.778.77-21.515.675.67-20.00-8.05-8.05-7.1763.5063.50-77.00N-304.5370.34-2.132.139.43-9.43-266.97-266.97-365.44-378.64-378.64-352.25-288.69-288.69-353.57-361.89-361