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1、柱柱子子正正截截面面受受彎彎承承載載力力（非非抗抗震震）計(jì)算公式1層A柱內(nèi)力組合1內(nèi)力|M|/kNm25.77N/kN2250.55|V|/kN15.5軸壓比驗(yàn)算0.275027496極限軸壓比 1.05滿足截面bh/mmmm700700柱高H/m5柱子長(zhǎng)度計(jì)算5兩者較小值基本項(xiàng)目4066011.450534310.017349294是否需驗(yàn)算裂縫寬度不需要2334.450534317.142857143是否考慮偏心距增大系數(shù)5考慮1.8180000441時(shí)取1111.69817431358.503012451983996.5772大偏壓的計(jì)算大、小偏心受壓的判定-1746.0272-139.2、4969876類型大偏壓0.518368.5030124192.51924720.291695829-1968.599684單側(cè)980雙側(cè)2940實(shí)際配筋單側(cè)425雙側(cè)825總配筋率0.85%4層A柱內(nèi)力組合7層A柱內(nèi)力組合2121244.21112.3540.96108.4772.381620.41235.84894.16443.24351.637.0550.2422.3783.7554.60.1980202860.1510252960.1092704390.0541659540.042970793滿足滿足滿足滿足滿足70070070070070070070070070070053.23.23、3.23.244449.9112.189.91404040404066066066066066027.2833868290.9098265145.80835645244.7206931205.84136730.0413384650.1377421610.0694066010.3707889290.31188086不需要不需要不需要不需要不需要232323232350.28338682113.909826568.80835645267.7206931228.841367314.157142865.7142857145.7142857145.7142857145.7142857145考慮5考慮5考4、慮5考慮5考慮2.5249938293.3107036514.5758029889.23089071411.6358103711111111112.8790684781.135138351.223716811.0574986781.067267497144.7693139129.303412584.20194245283.1142791244.23495341981981981981983996.57723996.57723996.57723996.57723996.57721層A柱內(nèi)力組合-2376.1772-2760.7372-3102.4172-3553.3372-3644.9472-55、3.23068607-68.69658748-113.7980575大偏壓大偏壓大偏壓小偏壓小偏壓0.5180.5180.5180.5180.518454.7693139439.3034125394.2019425593.1142791554.2349534138.6142002105.717707476.489307137.9161676630.079555188080800.2100215150.1601783450.121212121-986.785747-929.3036957-911.60014211.5370802491.4751720651177.831421873.1435336、4980980980980980294029402940294029404254254254254258258258258258250.85%0.85%0.85%0.85%0.85%1層B柱內(nèi)力組合4層B柱內(nèi)力組合8層B柱內(nèi)力組合1212128.6124.7898.9752.37124.425234.773654.973508.852555.25555.217.160.1159.9832.24118.120.6397128190.4466540390.4287975070.3122632290.067847978滿足滿足滿足滿足滿足70070070070070070070070070070057、53.23.23.254448.2812.188.2840404040406606606606606605.4653786136.7798094128.2058224220.49505919224.09942360.0082808770.0102724390.0427360950.031053120.339544581不需要不需要不需要不需要不需要232323232328.4653786129.7798094151.2058224243.49505919247.09942367.14285714311.828571435.7142857145.7142857145.7142857145考慮5考8、慮5考慮5考慮5考慮0.781600721.1194346331.1660515551.6012131897.3694164271111111111.6604315543.2149227271.300621791.3539157391.06229713447.2648128495.7397860966.5994084358.8886452262.49300961981981981981983996.57723996.57723996.57723996.57723996.5772柱柱子子正正截截面面受受彎彎承承載載力力（非非抗抗震震）1238.1928-341.6072-487.7272-1449、1.3272-3441.3772-150.7351872-102.2602139-131.4005916-139.1113548大偏壓大偏壓大偏壓大偏壓小偏壓0.5180.5180.5180.5180.518357.2648128405.7397861376.5994084368.8886452572.4930096447.7989735312.6578272300.1582549218.584260147.49358426800.6784832930.4737239810.4547852350.331188273-1848.955016-1603.655756-2095.900624-20810、1.5124291.6688516191424.050712980980980980980294029402940294029404254254254254258258258258258250.85%0.85%0.85%0.85%0.85%1層D柱內(nèi)力組合4層D柱內(nèi)力組合2121272.8311.4196.334.4890.7474.237263.176192.684375.993521.0583.236.863.3320.8256.720.0579530730.773191750.7567737990.5347659780.430288403滿足滿足滿足滿足滿足70070075075075011、7507007007007003.2553.23.245448.2812.188.284040404040660710710660660153.57526941.57093941115.550617837.87935987125.759361550.2326898020.0022125910.0219022790.0119384240.039029336不需要不需要不需要不需要不需要2325252323176.575269426.5709394140.5506178330.8793598748.759361555.7142857146.66666666711.045.7142857145.7112、42857145考慮5考慮5考慮5考慮5考慮8.6276701180.6466701180.7584559510.9349884251.16201133211111111.0871786071.5099284772.0746992221.4660985461.315705241191.968855440.1202180784.1303352645.2721846164.152947561982132131981983996.57724606.44454606.44453996.57723996.57728層B柱內(nèi)力組合-3522.34722656.72551586.2355379.4128-413、75.5272-6.03114461-172.8797819-128.8696647-152.7278154-133.8470524大偏壓大偏壓大偏壓大偏壓大偏壓0.5180.5180.5180.5180.518501.9688554375.1202181419.1303353355.2721846374.152947640.56715141579.8938124494.4255489374.3361848301.201882800.1212121210.8786269880.749129620.5671760380.456366488-1531.251388-1353.047741-112014、.867128-2304.839481-2133.54982498011251125980980294033753375294029404254254254254258258258258258250.85%0.74%0.74%0.85%0.85%8層D柱內(nèi)力組合1層E柱內(nèi)力組合4層E柱內(nèi)力組合1212166.2812.5673.478.47229.71431.84431.262800.531931.891717.9290.4352.843.4714.5138.250.0527728220.0527019430.3422375660.2360857880.209937676滿足滿足滿足滿足滿足715、007007007007007007007007007003.23.2553.244549.9112.189.914040404040660660660660660153.482771429.1239623426.234319934.384307595133.71402630.2325496540.0441272160.039748970.006642890.202597009不需要不需要不需要不需要不需要2323232323176.482771452.1239623449.2343199327.3843076156.71402635.7142857145.7142857147.142857116、4314.157142865.7142857145考慮5考慮5考慮5考慮5考慮9.4745739169.4873162361.4609734592.1178742062.38165921611111111111.0872242991.2953264741.4885307274.450367581.098227238191.876357467.5175483573.28679807121.8702347172.10761231981981981981983996.57723996.57723996.57723996.57723996.5772-3564.7372-3565.3172-1196.017、472-2064.6872-2278.6572-6.123642597-130.4824517-124.7132019-76.12976529-25.89238773大偏壓大偏壓大偏壓大偏壓大偏壓0.5180.5180.5180.5180.518501.8763574377.5175483383.2867981431.8702347482.107612336.9409751936.89136014239.566296165.2600513146.95637380800.1212121210.1212121210.3629792360.2503940170.222661171-1626.763918、51-1868.350278-1969.029229-1259.361523-803.6525296980980980980980294029402940294029404254254254254258258258258258250.85%0.85%0.85%0.85%0.85%7層E柱內(nèi)力組合212154.53264.42178.291194.25645.9447.5590.3186.51114.830.1459428080.0789319320.054692656滿足滿足滿足7007007007007007003.23.23.2444404040660660660129.39501784019、9.3822573398.36889730.1960530570.6202761470.603589238不需要需要需要232323152.3950178432.3822573421.36889735.7142857145.7142857145.7142857145考慮5考慮5考慮3.4259995816.3345719159.1419953081111111.1010110841.0356017991.036532326167.7886038447.7758433436.76248331981981983996.57723996.57723996.57724層E柱內(nèi)力組合-2802.3272-3350.6772-3549.0272-30.2113962大偏壓小偏壓小偏壓0.5180.5180.518477.7886038757.7758433746.7624833102.159965855.2523524438.2848588580800.154787827-701.6294372.1859805261.7432029462192.8647721497.372533980980980294029402940425425+422425+422825825+822825+8220.85%1.51%1.51%