南京工业大学本科生毕业设计(论文)bhH0MVMzbfc(c30)ftfyαsξγSAsAsmaxξb配MAB25060056081.77991.26863.5259.61.13000.0840.0880.956395.5915680.353MBA250600560112.04100.9791.8469.61.13000.1220.1310.935584.8815680.353MBC25060056055.7116.8452.3429.61.13000.0700.0720.964323.2215680.353MCB25060056055.7116.8452.3429.61.13000.0700.0720.964323.2215680.353MAB250500460135.078135.0789.61.13000.2660.3160.842940.9212880.353MBC25050046041.70141.7019.61.13000.0820.0860.957315.7212880.353MAB250600560104.70193.78685.9449.61.13000.1140.1220.939544.6815680.353MBA250600560113.01196.36693.7389.61.13000.1250.1330.933597.8515680.353MBC25060056034.18216.6930.8449.61.13000.0410.0420.979187.5215680.353MCB25060056034.18216.6930.8449.61.13000.0410.0420.979187.5215680.353MAB250500460120.334120.3349.61.13000.2370.2750.863938.2412880.353MBC25050046020.20620.2069.61.13000.0400.0410.980149.4612880.353MAB250600560102.45693.29483.7979.61.13000.1110.1180.941530.1615680.353MBA250600560119.5896.858100.2089.61.13000.1330.1430.928642.5615680.353MBC25060056035.616.6932.2629.61.13000.0430.0440.978196.3415680.353MCB25060056035.616.6932.2629.61.13000.0430.0440.978196.3415680.353MAB250500460121.456121.4569.61.13000.2390.2780.861941.1212880.353MBC25050046021.68321.6839.61.13000.0430.0440.978160.6312880.353MAB25060056092.3729273.9729.61.13000.0980.1040.948464.3815680.353MBA250600560105.18398.15285.5539.61.13000.1140.1210.940542.0315680.353MBC25060056044.82716.6941.4899.61.13000.0550.0570.972254.1715680.353框架梁正截面受弯承载力计算3层支座跨中截面位置4层支座跨中2层支座跨中1层支座65第五章框架梁拄截面设计Lo/h≧2.5实配Φ8箍筋配箍率最小配箍率0.2βcfcbho/γreSρ=nAsv/b/sρ=0.24*ft/fyv(N/mm)(N/mm^2)(mm)(mm)(KN)(KN)(mm)(KN)Vab1.121025056078.94392.000100250.0730.4020.126安全Vba1.121025056087.06392.000100250.0730.4020.126安全Vbc1.121025046014.57322.000100205.4170.4020.126安全Vcb1.121025046014.57322.000100205.4170.4020.126安全Vab1.121025056076.94392.000100250.0730.4020.126安全Vba1.121025056078.94392.000100250.0730.4020.126安...
