柱抗震正截面受彎承載力計算

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(nèi)力組合1內(nèi)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(shù)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-3122.2172109.974

2、7527類型大偏壓0.518617.974752774.79555175800.121212121-176.9336703小偏壓的計算單側(cè)980雙側(cè)3920實際配筋單側(cè)525雙側(cè)1025總配筋率1.00%二級抗震最小配筋率要求0.7%22sminminmin=/,8%/Abhmmmmrr=大偏壓的計算大、小偏心受壓的判定4層A柱內(nèi)力組合7層A柱內(nèi)力組合1層B柱內(nèi)力組合212121273.4529.43167.3239.39129.5228.551638.62591.99965.5265.52353.523706.22126.326.185.8416.4144.3554.710.20024685

3、30.0723438840.1179885130.0324477580.043201760.452917023滿足滿足滿足滿足滿足滿足70070070070070070070070070070070070053.23.23.23.25444459.9112.189.91404040404040660660660660660660166.878226849.7136776173.2988089148.3504067366.315908661.666603710.2528457980.0753237540.2625739530.2247733440.5550241040.093434248不需要不

4、需要不需要不需要需要不需要232323232323189.878226872.7136776196.2988089171.3504067389.315908684.6666037114.157142865.7142857145.7142857145.7142857145.7142857147.1428571435考慮5考慮5考慮5考慮5考慮5考慮2.4969181386.9114343154.23770067315.4093853611.573602631.1039549731111111111111.4976132791.2117013821.0784191511.089836881.039

5、540091.284084599284.364153988.1072636211.6923949186.7439928404.7094946108.71908181981981981981981983996.57723996.57723996.57723996.57723996.57723996.5772-2357.9572-3404.5872-3031.0772-3731.0572-3643.0572-290.3572柱柱子子正正截截面面受受彎彎承承載載力力（抗抗震震）1層A柱內(nèi)力組合86.36415391-109.892736413.69239491-11.25600725206.7094

6、946-89.28091816大偏壓大偏壓大偏壓大偏壓大偏壓大偏壓0.5180.5180.5180.5180.5180.518594.3641539398.1072636521.6923949496.7439928714.7094946418.7190818140.172797350.6407185682.5919589422.7134302830.24123182317.04191628080800.2123830260.1212121210.1251393320.1212121210.1212121210.4803665432.67367568-1541.883876-419.644823

7、2-2006.848275-1465.770159-1374.2232049809809809809809803920392039203920392039205255255255255255251025102510251025102510251.00%1.00%1.00%1.00%1.00%1.00%0.7%0.7%0.7%0.7%0.7%0.7%4層B柱內(nèi)力組合8層B柱內(nèi)力組合1層D柱內(nèi)力組合212121277.4831.54180.698.16101.39227.164645.862283.752806.12395.72507.985215.6536.960.070.1379.25182.

8、7626.080.5677453260.2790846880.3429206890.0483587930.0620774780.555225549滿足滿足滿足滿足滿足滿足70070070070070070070070070070075075053.23.23.23.25444458.2812.188.2840404040404066066066066066071059.7262939513.810618564.3914016520.62064086199.594472243.553535990.0904943850.020925180.097562730.0312433950.30241586

9、70.061343008不需要不需要不需要不需要不需要不需要23232323232582.7262939536.810618587.3914016543.62064086222.594472268.5535359911.828571435.7142857145.7142857145.7142857145.7142857146.6666666675考慮5考慮5考慮5考慮5考慮5考慮0.8806765591.7915708811.45806309110.339381388.0544509630.900534929111111111111.7973278331.4181833021.17614531

10、51.3528968331.0691552931.275235268148.686270652.20420451102.784987759.01422686237.988058287.421886881981981981981982133996.57723996.57723996.57723996.57723996.57724606.4445649.2828-1712.8272-1190.4572-3600.8572-3488.5972609.2055柱柱子子正正截截面面受受彎彎承承載載力力（抗抗震震）1層B柱內(nèi)力組合-49.31372938-145.7957955-95.21501234-1

11、38.985773139.98805823-125.5781131小偏壓大偏壓大偏壓大偏壓大偏壓小偏壓0.5180.5180.5180.5180.5180.518458.6862706362.2042045412.7849877369.0142269547.9880582422.4218869397.421728195.3592814240.044482533.8511548343.45423439446.163387580800.6021541330.2959989110.3637037610.1212121210.1212121210.628399137-2047.559447-1599.

12、095783-1943.538038-1350.6139170.61650986-2029.2253998098098098098011253920392039203920392045005255255255255255251025102510251025102510251.00%1.00%1.00%1.00%1.00%0.87%0.7%0.7%0.7%0.7%0.7%0.7%4層D柱內(nèi)力組合8層D柱內(nèi)力組合1層E柱內(nèi)力組合212121262.13105.02105.3159.0962.59288.466457.183193.513948.24358.49463.32624.7247.5211

13、7.5999.19149.41434.8236.240.6873910840.3902615180.4824929730.0438091160.0566173770.32075278滿足滿足滿足滿足滿足滿足75075070070070070070070070070070070053.23.23.23.25444458.2812.188.2840404040404071066066066066066040.5951204732.8854457926.67264401164.8302603135.0960501109.90124660.0571762260.0498264330.040413097

14、0.2497428190.2046909850.16651704不需要不需要不需要不需要不需要不需要25232323232365.5951204755.8854457949.67264401187.8302603158.0960501132.901246611.045.7142857145.7142857145.7142857145.7142857147.1428571435考慮5考慮5考慮5考慮5考慮5考慮0.7273879621.2811921681.03628452211.41314968.8312108781.558832942111111111111.6371601741.27544

15、89261.3099006771.0819547711.0973685681.180980079107.389718871.279031865.06623002203.2238463173.4896361156.95372472131981981981981984606.44453996.57723996.57723996.57723996.57723996.57721850.7355-803.0672-48.3372-3638.0872-3533.2772-1371.8572柱柱子子正正截截面面受受彎彎承承載載力力（抗抗震震）1層D柱內(nèi)力組合-105.6102812-126.7209682-

16、132.933775.223846264-24.51036392-41.04627526小偏壓大偏壓小偏壓大偏壓大偏壓大偏壓0.5180.5180.5180.5180.5180.518442.3897188381.2790318375.06623513.2238463483.4896361466.9537247552.3678358273.1830624337.745081330.6663815239.63216424224.526946180800.7779828670.4139137310.5117349720.1212121210.1212121210.340192343-2033.56

17、5315-1773.469459-1594.190195-949.96521770.7099377940.504798625-143.9668149-1975.21986111259809809809809804500392039203920392039205255255255255255251025102510251025102510250.87%1.00%1.00%1.00%1.00%1.00%0.7%0.7%0.7%0.7%0.7%0.7%4層E柱內(nèi)力組合7層E柱內(nèi)力組合21212219.41211.513.1152.7260.63739.051524.922085.02430.8755

18、1.9465.054.244.8489.2752.980.4569289990.1863521940.2547989730.0526542830.067449591滿足滿足滿足滿足滿足70070070070070070070070070070053.23.23.23.244449.9112.189.91404040404066066066066066058.68068092138.69580046.282913353354.4456565109.79454290.0889101230.2101451520.0095195660.5370388730.166355368不需要不需要不需要不需要不需要232323232381.68068092161.695800429.28291335377.4456565132.794542914.157142865.7142857145.7142857145.7142857145.7142857145考慮5考慮5考慮5考慮5考慮1.0942619112.6830915721.9623312979.4959036377.41294343611111111112.156772031.0952009021.5256849211.0407835821.115920321176.1666