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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（抗抗震震）計算公式1層A柱內力組合1內力RE|M|/kNm228.14REN/kN874.36|V|/kN81.28軸壓比驗算0.106850788極限軸壓比 滿足截面bh/mmmm700700柱高H/m5柱子長度計算5兩者較小值基本項目40660260.92227460.39533678是否需驗算裂縫寬度不需要23283.92227467.142857143是否考慮偏心距增大系數5考慮4.6794226631時取1111.084715009307.97475271983996.5772大偏壓的計算大、小偏心受壓的判定-3122.2172109.9742、7527類型大偏壓0.518617.974752774.79555175800.121212121-176.9336703小偏壓的計算單側980雙側3920實際配筋單側525雙側1025總配筋率1.00%二級抗震最小配筋率要求0.7%22sminminmin=/,8%/Abhmmmmrr=4層A柱內力組合7層A柱內力組合21212273.4529.43167.3239.39129.51638.62591.99965.5265.52353.52126.326.185.8416.4144.350.2002468530.0723438840.1179885130.0324477580.04320173、6滿足滿足滿足滿足滿足70070070070070070070070070070053.23.23.23.244449.9112.189.914040404040660660660660660166.878226849.7136776173.2988089148.3504067366.31590860.2528457980.0753237540.2625739530.2247733440.555024104不需要不需要不需要不需要需要2323232323189.878226872.7136776196.2988089171.3504067389.315908614.157142865.71424、857145.7142857145.7142857145.7142857145考慮5考慮5考慮5考慮5考慮2.4969181386.9114343154.23770067315.4093853611.5736026311111111111.4976132791.2117013821.0784191511.089836881.03954009284.364153988.1072636211.6923949186.7439928404.70949461981981981981983996.57723996.57723996.57723996.57723996.57721層A柱內力組合-2357.95、572-3404.5872-3031.0772-3731.0572-3643.057286.36415391-109.892736413.69239491-11.25600725206.7094946大偏壓大偏壓大偏壓大偏壓大偏壓0.5180.5180.5180.5180.518594.3641539398.1072636521.6923949496.7439928714.7094946140.172797350.6407185682.5919589422.7134302830.241231828080800.2123830260.1212121210.1251393320.1212121216、0.12121212132.67367568-1541.883876-419.6448232-2006.848275-1465.77015998098098098098039203920392039203920525525525525525102510251025102510251.00%1.00%1.00%1.00%1.00%0.7%0.7%0.7%0.7%0.7%1層B柱內力組合4層B柱內力組合8層B柱內力組合12121228.55277.4831.54180.698.163706.224645.862283.752806.12395.7254.7136.960.070.1379.250.7、4529170230.5677453260.2790846880.3429206890.048358793滿足滿足滿足滿足滿足700700700700700700700700700700553.23.23.254448.2812.188.28404040404066066066066066061.6666037159.7262939513.810618564.3914016520.620640860.0934342480.0904943850.020925180.097562730.031243395不需要不需要不需要不需要不需要232323232384.6666037182.726293958、36.810618587.3914016543.620640867.14285714311.828571435.7142857145.7142857145.7142857145考慮5考慮5考慮5考慮5考慮1.1039549730.8806765591.7915708811.45806309110.3393813811111111111.2840845991.7973278331.4181833021.1761453151.352896833108.7190818148.686270652.20420451102.784987759.014226861981981981981983996.5779、23996.57723996.57723996.57723996.5772柱柱子子正正截截面面受受彎彎承承載載力力（抗抗震震）-290.3572649.2828-1712.8272-1190.4572-3600.8572-89.28091816-49.31372938-145.7957955-95.21501234-138.9857731大偏壓小偏壓大偏壓大偏壓大偏壓0.5180.5180.5180.5180.518418.7190818458.6862706362.2042045412.7849877369.0142269317.0419162397.421728195.359281424010、.044482533.85115483800.480366540.6021541330.2959989110.3637037610.121212121-1374.223204-2047.559447-1599.095783-1943.53803898098098098098039203920392039203920525525525525525102510251025102510251.00%1.00%1.00%1.00%1.00%0.7%0.7%0.7%0.7%0.7%1層D柱內力組合4層D柱內力組合21212101.39227.16262.13105.02105.31507.985215.11、656457.183193.513948.24182.7626.0847.52117.5999.190.0620774780.5552255490.6873910840.3902615180.482492973滿足滿足滿足滿足滿足7007007507507507507007007007003.2553.23.245448.2812.188.284040404040660710710660660199.594472243.5535359940.5951204732.8854457926.672644010.3024158670.0613430080.0571762260.0498264330.012、40413097不需要不需要不需要不需要不需要2325252323222.594472268.5535359965.5951204755.8854457949.672644015.7142857146.66666666711.045.7142857145.7142857145考慮5考慮5考慮5考慮5考慮8.0544509630.9005349290.7273879621.2811921681.036284522111111111.0691552931.2752352681.6371601741.2754489261.309900677237.988058287.42188688107.389713、18871.279031865.066230021982132131981983996.57724606.44454606.44453996.57723996.57728層B柱內力組合-3488.5972609.20551850.7355-803.0672-48.337239.98805823-125.5781131-105.6102812-126.7209682-132.93377大偏壓小偏壓小偏壓大偏壓小偏壓0.5180.5180.5180.5180.518547.9880582422.4218869442.3897188381.2790318375.0662343.4542343944614、.1633875552.3678358273.1830624337.7450813800.1212121210.6283991370.7779828670.4139137310.511734972-1350.613917-2033.5653150.616509860.7099377940.504798625-2029.22539-143.9668149-1975.2198619801125112598098039204500450039203920525525525525525102510251025102510251.00%0.87%0.87%1.00%1.00%0.7%0.7%0.7%0.15、7%0.7%8層D柱內力組合1層E柱內力組合4層E柱內力組合1212159.0962.59288.46219.41211.5358.49463.32624.723739.051524.92149.41434.8236.2465.054.240.0438091160.0566173770.320752780.4569289990.186352194滿足滿足滿足滿足滿足7007007007007007007007007007003.23.2553.244549.9112.189.914040404040660660660660660164.8302603135.0960501109.901246616、58.68068092138.69580040.2497428190.2046909850.166517040.0889101230.210145152不需要不需要不需要不需要不需要2323232323187.8302603158.0960501132.901246681.68068092161.69580045.7142857145.7142857147.14285714314.157142865.7142857145考慮5考慮5考慮5考慮5考慮11.41314968.8312108781.5588329421.0942619112.68309157211111111111.0819547717、11.0973685681.1809800792.156772031.095200902203.2238463173.4896361156.9537247176.166608177.08938641981981981981983996.57723996.57723996.57723996.57723996.5772-3638.0872-3533.2772-1371.8572-257.5272-2471.65725.223846264-24.51036392-41.04627526-21.83339196-20.91061356大偏壓大偏壓大偏壓大偏壓大偏壓0.5180.5180.5180.5118、80.518513.2238463483.4896361466.9537247486.166608487.089386430.6663815239.63216424224.5269461319.8502994130.446535580800.1212121210.1212121210.3401923430.4846216660.197646266-1773.469459-1594.190195-949.9652177-232.9910987-735.728438980980980980980392039203920392039205255255255255251025102510251025119、0251.00%1.00%1.00%1.00%1.00%0.7%0.7%0.7%0.7%0.7%7層E柱內力組合21213.1152.7260.62085.02430.87551.944.8489.2752.980.2547989730.0526542830.067449591滿足滿足滿足7007007007007007003.23.23.24444040406606606606.282913353354.4456565109.79454290.0095195660.5370388730.166355368不需要不需要不需要23232329.28291335377.4456565132.79420、54295.7142857145.7142857145.7142857145考慮5考慮5考慮1.9623312979.4959036377.4129434361111111.5256849211.0407835821.11592032144.67649936392.8392425148.18812891981981983996.57723996.57723996.57724層E柱內力組合-1911.5572-3565.7072-3444.6372-153.3235006194.8392425-49.81187111大偏壓大偏壓大偏壓0.5180.5180.518354.6764994702.8392425458.1881289178.359281436.8579982947.2147134380800.2702413360.1212121210.121212121-2019.105156-1241.002041-1464.747519809809803920392039205255255251025102510251.00%1.00%1.00%0.7%0.7%0.7%