柱非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（非非抗抗震震）計算公式1層A柱內(nèi)力組合1內(nèi)力|M|/kNm25.77N/kN2250.55|V|/kN15.5軸壓比驗算0.275027496極限軸壓比 1.05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4066011.450534310.017349294是否需驗算裂縫寬度不需要2334.450534317.142857143是否考慮偏心距增大系數(shù)5考慮1.8180000441時取1111.69817431358.503012451983996.5772大偏壓的計算大、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980雙側2940實際配筋單側425雙側825總配筋率0.85%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21212144.21112.3540.96108.4772.3828.611620.41235.84894.16443.24351.635234.777.0550.2422.3783.7554.617.160.1980202860.1510252960.1092704390.0541659540.0429707930.639

3、712819滿足滿足滿足滿足滿足滿足70070070070070070070070070070070070053.23.23.23.25444459.9112.189.9140404040404066066066066066066027.2833868290.9098265145.80835645244.7206931205.84136735.4653786130.0413384650.1377421610.0694066010.3707889290.311880860.008280877不需要不需要不需要不需要不需要不需要23232323232350.28338682113.90982656

4、8.80835645267.7206931228.841367328.4653786114.157142865.7142857145.7142857145.7142857145.7142857147.1428571435考慮5考慮5考慮5考慮5考慮5考慮2.5249938293.3107036514.5758029889.23089071411.635810370.78160072111111111112.8790684781.135138351.223716811.0574986781.0672674971.660431554144.7693139129.303412584.20194245

5、283.1142791244.234953447.264812841981981981981981983996.57723996.57723996.57723996.57723996.57723996.5772-2376.1772-2760.7372-3102.4172-3553.3372-3644.94721238.1928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）1層A柱內(nèi)力組合-53.23068607-68.69658748-113.7980575-150.7351872大偏壓大偏壓大偏壓小偏壓小偏壓大偏壓0.5180.5180.5180.5180.5180.518454.

6、7693139439.3034125394.2019425593.1142791554.2349534357.2648128138.6142002105.717707476.489307137.9161676630.07955518447.79897358080800.2100215150.1601783450.1212121210.678483293-986.785747-929.3036957-911.6001421-1848.9550161.5370802491.4751720651177.831421873.143533498098098098098098029402940294029

7、40294029404254254254254254258258258258258258250.85%0.85%0.85%0.85%0.85%0.85%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21212124.7898.9752.37124.4272.8311.413654.973508.852555.25555.2474.237263.170.1159.9832.24118.1283.236.860.4466540390.4287975070.3122632290.0678479780.0579530730.77319175滿足滿足滿足滿足滿足滿足700700700700700700

8、70070070070075075053.23.23.23.25444458.2812.188.284040404040406606606606606607106.7798094128.2058224220.49505919224.0994236153.57526941.5709394110.0102724390.0427360950.031053120.3395445810.2326898020.002212591不需要不需要不需要不需要不需要不需要23232323232529.7798094151.2058224243.49505919247.0994236176.575269426.57

9、09394111.828571435.7142857145.7142857145.7142857145.7142857146.6666666675考慮5考慮5考慮5考慮5考慮5考慮1.1194346331.1660515551.6012131897.3694164278.6276701180.646670118111111111113.2149227271.300621791.3539157391.0622971341.0871786071.50992847795.7397860966.5994084358.8886452262.4930096191.968855440.12021807198

10、1981981981982133996.57723996.57723996.57723996.57723996.57724606.4445-341.6072-487.7272-1441.3272-3441.3772-3522.34722656.7255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）1層B柱內(nèi)力組合-102.2602139-131.4005916-139.1113548-6.03114461-172.8797819大偏壓大偏壓大偏壓小偏壓大偏壓大偏壓0.5180.5180.5180.5180.5180.518405.7397861376.5994084368.88864

11、52572.4930096501.9688554375.1202181312.6578272300.1582549218.584260147.4935842640.56715141579.893812480800.4737239810.4547852350.3311882730.1212121210.878626988-1603.655756-2095.900624-2081.512429-1531.251388-1353.0477411.6688516191424.0507129809809809809801125294029402940294029403375425425425425425

12、4258258258258258258250.85%0.85%0.85%0.85%0.85%0.74%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21212196.334.4890.766.2812.5673.476192.684375.993521.05431.84431.262800.533.3320.8256.7290.4352.843.470.7567737990.5347659780.4302884030.0527728220.0527019430.342237566滿足滿足滿足滿足滿足滿足75075070070070070070070070070070070053.23.23.

13、23.25444458.2812.188.2840404040404071066066066066066015.550617837.87935987125.75936155153.482771429.1239623426.234319930.0219022790.0119384240.0390293360.2325496540.0441272160.03974897不需要不需要不需要不需要不需要不需要25232323232340.5506178330.8793598748.75936155176.482771452.1239623449.2343199311.045.7142857145.71

14、42857145.7142857145.7142857147.1428571435考慮5考慮5考慮5考慮5考慮5考慮0.7584559510.9349884251.1620113329.4745739169.4873162361.46097345911111111112.0746992221.4660985461.3157052411.0872242991.2953264741.48853072784.1303352645.2721846164876357467.5175483573.286798072131981981981981984606.44453996.57

15、723996.57723996.57723996.57723996.57721586.2355379.4128-475.5272-3564.7372-3565.3172-1196.0472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）1層D柱內(nèi)力組合-128.8696647-152.7278154-133.8470524-6.123642597-130.4824517-124.7132019大偏壓大偏壓大偏壓大偏壓大偏壓大偏壓0.5180.5180.5180.5180.5180.518419.1303353355.2721846374.1529476501.8763574377.51

16、75483383.2867981494.4255489374.3361848301.20188236.9409751936.89136014239.56629680800.749129620.5671760380.4563664880.1212121210.1212121210.362979236-1120.867128-2304.839481-2133.549824-1626.763951-1868.350278-1969.0292291125980980980980980337529402940294029402940425425425425425425825825825825825825

17、0.74%0.85%0.85%0.85%0.85%0.85%4層E柱內(nèi)力組合7層E柱內(nèi)力組合212128.47229.71154.53264.42178.291931.891717.921194.25645.9447.5514.5138.2590.3186.51114.830.2360857880.2099376760.1459428080.0789319320.054692656滿足滿足滿足滿足滿足70070070070070070070070070070053.23.23.23.244449.9112.189.9140404040406606606606606604.38430759513

18、3.7140263129.3950178409.3822573398.36889730.006642890.2025970090.1960530570.6202761470.603589238不需要不需要不需要需要需要232323232327.3843076156.7140263152.3950178432.3822573421.368897314.157142865.7142857145.7142857145.7142857145.7142857145考慮5考慮5考慮5考慮5考慮2.1178742062.3816592163.4259995816.3345719159.14199530811111111114.450367581.0982272381.1010110841.0356017991.0365323261