计算书 计算书2

梁柱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，风荷载分别考虑左风和右风；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：1）边支座最大负弯矩和最大剪力及边跨跨中最大弯矩2）中间跨中最大弯矩3）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地震荷载风荷载内力组合控制值左震右震左风右风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*地震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M52.598418.20364.250105-4.250110.68414-0.6841488.6031262.1602885.192683.7503668.515141.41811C4左M80.5227.6920.87089-20.87092.977815-2.97782135.3992.45506127.7614128.08586.10584106.4909V69.9699824.296112.898735-2.898730.413585-0.41359117.978583.38496114.056111.466894.77329110.4292C4D4C4右M-56.87-20.1312.36301-12.3631.388483-1.38848-96.426-70.1879-95.3573-90.8655-96.3939-88.7353V-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-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M52.598418.20364.250105-4.250110.68414-0.6841488.6031262.1602885.192683.7503668.515143.08229F4M-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（三层）杆件号截面内力种类恒载活荷载地震荷载风荷载内力组合控制值左震右震左风右风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*地震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-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V66.7116523.753065.262854-5.262850.978002-0.978113.308378.68478108.7505106.687987.4641同一层C3D3C3右M-43.96-24.0522.44591-22.44593.283334-3.28333-86.422-57.3487-87.192-76.181-96.3617同一层V-12.2111-6.680566.234974-6.234970.912037-0.91204-24.0061-15.9302-24.22-21.1614-26.7671同一层跨中M-27.2902-14.92940000-53.6494-32.7482-51.5593-47.2924-41.7059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-65.2617-22.41695.48903-5.489031.122477-1.12248-109.698-79.8854-107.974-103.795-98.8999同一层横梁内力组合（二层）杆件号截面内力种类恒载活荷载地震荷载风荷载内力组合控制值左震右震左风右风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*地震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M34.462614.6886-0.09340.0933992.38489-2.3848961.9191638.0162756.8577956.8065350.2897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-44.61-24.29131.63122-31.63125.173883-5.17388-87.5394-60.7754-90.6578-77.2272-109.227同一层V-12.3917-6.74758.786449-8.786451.43719-1.43719-24.3165-16.8821-25.1827-21.452-30.3409同一层跨中M-27.9402-15.17040000-54.7668-33.5282-52.6429-48.3386-42.6305同一层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M66.7329.51-53.398953.39894-11.096211.09619121.3995.61067131.2398110.7425167.2006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-57.06-24.18-53.305553.30554-13.481113.48108-102.324-49.5985-81.9526-93.957-13.6828同一层V-64.6436-22.34477.403547-7.403551.872372-1.87237-108.855-80.1936-108.086-102.91-100.604同一层横梁内力组合（一层）杆件号截面内力种类恒载活荷载地震荷载风荷载内力组合控制值左震右震左风右风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*地震A1C1A1M-50.22-21.1482.06332-82.063314.37961-14.3796-89.86-80.3954-105.019-82.595-179.63-78.3623V-63.7769-21.886411.39768-11.39771.997167-1.99717-107.173-79.3283-106.626-101.419-104.481-107.319跨中M38.182616.078610.95469-10.95470.38064-0.3806468.3291645.2862265.5985562.8015341.2251827.42189C1左M66.1329.7771.10863-71.108613.99897-13.999121.03459.7574599.2275110.11454.776785105.7842V68.1963724.283619.876198-9.87621.944301-1.9443115.832779.11363109.9832109.063683.56676114.1892C1D1C1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-28.5702-15.36940000-55.8014-34.2842-53.6497-49.3284-43.5059-15.3067D1左M-44.61-24.49-42.121742.12167-6.527386.527377-87.818-44.3937-76.1649-77.3665-13.4678-71.5792V-12.5667-6.8027811.70046-11.70051.81316-1.81316-24.6039-17.6184-25.9361-21.7269-34.3723-18.739D1F1D1右M66.1329.77-71.108671.10863-13.99913.99897121.03498.95455134.5049110.1145189.659271.73171V68.1963724.283619.876198-9.87621.944301-1.9443115.832779.11363109.9832109.063683.56676109.2895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-63.7769-21.886411.39768-11.39771.997167-1.99717-107.173-79.3283-106.626-101.419-104.481-102.286屋面横梁控制值计算位置截面荷载MVbtanMV左边跨A4恒荷载-51.84-62.00331.106481-36.3392-62.6672活荷载-18.97-21.87390.33642-13.5015-22.0757右风载-3.66196-0.5086-3.5348-0.50861.2恒+0.9*(1.35恒+0.7活0.6-65.0728-100.0541.4活+1.4风)C4左恒荷载80.5269.969981.10648163.027569.30609活荷载27.6924.296110.3364221.6159724.09426左风载2.9778150.4135852.8744190.4135851.2恒+0.9*(1.35恒+0.7活0.6106.4909110.42921.4活+1.4风)中跨C4右恒荷载-56.87-15.7972-4.38812-52.9207-14.042活荷载-20.13-5.59167-1.55324-18.7321-4.97037右风载-1.38848-0.38569-1.29206-0.385691.2恒+0.9*(0.4-88.7353-23.5991.4活+1.4风)D4左恒荷载-56.87-15.7972-4.38812-52.9207-14.042活荷载-20.13-5.59167-1.55324-18.7321-4.97037左风载1.3884830.385691.292060.385691.2恒+0.9*(0.4-85.4793-22.62711.4活+1.4风)右边跨D4右恒荷载80.5269.969981.10648163.027569.30609活荷载27.6924.296110.3364221.6159724.09426右风载-2.97782-0.41359-2.87442-0.413591.2恒+0.9*(0.699.24736113.0051.4活+1.4风)F4恒荷载-51.84-62.00331.106481-36.3392-62.6672活荷载-18.97-21.87390.33642-13.5015-22.0757左风载3.6619550.5086053.5348040.5086051.2恒+0.9*(0.6-56.1651-102.3751.4活+1.4风)楼面横梁控制值计算位置截面荷载MVbtanMV左边跨A1恒荷载-50.22-63.77690.613812-34.2758-64.1452活荷载-21.14-21.88640.332948-15.6684-22.0862右风载-14.3796-1.99717-13.8803-1.997171.2恒+0.9*1.40.6-78.3623-107.319*(活+风)C1左恒荷载66.1368.196370.61381249.0809167.82809活荷载29.7724.283610.33294823.699124.08384左风载13.998971.94430113.512891.9443011.2恒+0.9*1.40.6105.7842114.1892*(活+风)中跨C1右恒荷载-45.24-12.5667-3.49074-42.0983-11.1704活荷载-24.49-6.80278-1.88966-22.7893-6.04691右风载-6.52738-1.81316-6.07409-1.813161.2恒+0.9*1.40.4-86.8859-23.3081*(活+风)D1左恒荷载-45.24-12.5667-3.49074-42.0983-11.1704活荷载-24.49-6.80278-1.88966-22.7893-6.04691左风载6.5273771.813166.0740871.813161.2恒+0.9*1.40.4-71.5792-18.739*(活+风)右边跨D1右恒荷载66.1368.196370.61381249.0809167.82809活荷载29.7724.283610.33294823.699124.08384右风载-13.999-1.9443-13.5129-1.94431.2恒+0.9*1.40.671.73171109.2895*(活+风)F1恒荷载-50.22-63.77690.613812-34.2758-64.1452活荷载-21.14-21.88640.332948-15.6684-22.0862左风载14.379611.99716713.880311.9971671.2恒+0.9*1.40.6-43.3839-102.286*(活+风)框架柱内力组合（四层）杆件号截面内力种类恒载活荷载地震风荷载内力组合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*地震左震右震左风右风MmaxNmaxNminMmaxNmaxNminMmaxNmaxNminMmaxNmaxNminMmaxNmaxNminA4A3上端M51.84 18.97 -25.12 25.12 -3.66 3.66 88.77 88.77 62.21 67.33 67.33 57.08 90.72 90.72 57.59 83.26 83.26 69.98 106.25 106.25 29.55 N-62.00 -21.87 -6.39 6.39 0.51 -0.51 -105.03 -105.03 -74.40 -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M41.38 15.52 -2.18 2.18 -2.06 2.06 71.38 71.38 49.66 52.54 52.54 46.77 71.81 71.81 47.06 66.73 66.73 55.86 61.81 61.81 46.82 N-90.43 -21.87 -6.39 6.39 0.51 -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 -113.34 -113.34 -116.83 V23.90 8.84 6.39 -6.39 -1.47 1.47 41.06 41.06 28.68 30.74 30.74 26.63 41.67 41.67 26.83 38.46 38.46 32.27 25.69 25.69 36.99 C4C3上端M-23.66 -7.56 -33.23 33.23 -4.37 4.37 -38.98 -38.98 -28.39 -22.28 -22.28 -34.50 -32.42 -32.42 -33.89 -37.23 -37.23 -31.94 10.28 10.28 -71.60 N-54.17 18.70 -0.48 0.48 0.80 -0.80 -38.82 -38.82 -65.01 -66.13 -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 -7.30 7.30 -2.79 2.79 -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 -30.65 N-82.60 18.70 -0.48 0.48 0.80 -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 -87.28 -87.28 -99.75 V-10.59 -3.34 6.87 -6.87 -1.84 1.84 -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 -3.78 D4D3上端M-23.66 -7.56 -33.23 33.23 4.37 -4.37 -38.98 -38.98 -28.39 -34.50 -34.50 -22.28 -43.42 -43.42 -22.89 -37.23 -37.23 -31.94 10.28 10.28 -71.60 N-54.17 18.70 6.08 -6.08 -0.80 0.80 -38.82 -38.82 -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 -7.30 7.30 2.79 -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 -30.65 N-82.60 18.70 6.08 -6.08 -0.80 0.80 -72.94 -72.94 -99.12 -98.01 -98.01 -100.24 -74.55 -74.55 -100.13 -98.42 -98.42 -111.52 -95.81 -95.81 -91.22 V-10.59 -3.34 6.87 -6.87 1.84 -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 -3.78 F4F3上端M51.84 18.97 -25.12 25.12 3.66 -3.66 88.77 88.77 62.21 57.08 57.08 67.33 81.50 81.50 66.82 83.26 83.26 69.98 106.25 106.25 29.55 N-62.00 -21.87 6.39 -6.39 -0.51 0.51 -105.03 -105.03 -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M41.38 15.52 -2.18 2.18 2.06 -2.06 71.38 71.38 49.66 46.77 46.77 52.54 66.62 66.62 52.25 66.73 66.73 55.86 61.81 61.81 46.82 N-90.43 -21.87 6.39 -6.39 -0.51 0.51 -139.14 -139.14 -108.52 -107.81 -107.81 -109.23 -135.44 -135.44 -109.16 -137.40 -137.40 -122.09 -129.95 -129.95 -100.22 V23.90 8.84 6.39 -6.39 1.47 -1.47 41.06 41.06 28.68 26.63 26.63 30.74 37.98 37.98 30.53 38.46 38.46 32.27 25.69 25.69 36.99 框架柱内力组合（三层）杆件号截面内力种类恒载活荷载地震风荷载内力组合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*地震左震右震左风右风|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNminA3A2上端M21.42 10.05 -37.34 37.34 -6.02 6.02 39.77 39.77 25.70 34.13 34.13 17.27 45.95 45.95 18.12 35.95 35.95 28.92 80.27 80.27 -22.83 N-155.70 -44.29 -17.14 17.14 1.63 -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M28.53 12.09 -16.00 16.00 -4.93 4.93 51.16 51.16 34.24 41.13 41.13 27.34 55.68 55.68 28.03 46.98 46.98 38.52 62.29 62.29 13.43 N-184.13 -44.29 -17.14 17.14 1.63 -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 -243.23 V12.81 5.68 10.75 -10.75 -2.81 2.81 23.32 23.32 15.37 19.30 19.30 11.44 26.06 26.06 11.83 21.26 21.26 17.29 4.80 4.80 29.35 C3C2上端M-6.42 -0.86 -53.04 53.04 -7.53 7.53 -8.91 -8.91 -7.70 2.84 2.84 -18.25 0.70 0.70 -17.20 -9.27 -9.27 -8.67 60.74 60.74 -76.66 N-137.10 35.78 -1.72 1.72 2.69 -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 26.13 -6.16 6.16 -16.93 -16.93 -13.27 -4.64 -4.64 -21.90 -8.79 -8.79 -21.04 -16.76 -16.76 -14.93 19.13 19.13 -47.24 N-165.54 35.78 -1.72 1.72 2.69 -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 -200.88 V-4.48 -0.89 12.47 -12.47 -3.51 3.51 -6.62 -6.62 -5.38 -0.46 -0.46 -10.30 -2.07 -2.07 -9.80 -6.67 -6.67 -6.05 -22.12 -22.12 10.83 D3D2上端M-6.42 -0.86 -53.04 53.04 7.53 -7.53 -8.91 -8.91 -7.70 -18.25 -18.25 2.84 -18.28 -18.28 1.79 -9.27 -9.27 -8.67 60.74 60.74 -76.66 N-137.10 35.78 1.72 -1.72 -2.69 2.69 -114.44 -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 下端M-11.06 -2.61 -26.13 26.13 6.16 -6.16 -16.93 -16.93 -13.27 -21.90 -21.90 -4.64 -24.33 -24.33 -5.51 -16.76 -16.76 -14.93 19.13 19.13 -47.24 N-165.54 35.78 1.72 -1.72 -2.69 2.69 -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 -196.41 V-4.48 -0.89 12.47 -12.47 3.51 -3.51 -6.62 -6.62 -5.38 -10.30 -10.30 -0.46 -10.92 -10.