框架横梁斜截面承载力计算8-5.xlsVIP免费

构件层次V(KN)选配双肢箍筋左边跨6119.92558.60-0.0268200/1505136.77558.600.0568200/1504147.76558.600.1108200/1503163.87558.600.1888200/1502173.49558.600.2358200/1501188.43558.600.3088200/150中间跨616.95558.60-0.5278200/150560.31558.60-0.3168200/150498.65558.60-0.1298200/1503121.06558.60-0.0208200/1502139.66558.600.0708200/1501158.71558.600.1638200/150表8-5框架横梁斜截面承载力间距s(mm))2.0(10bhfcCRE0025.142.0hfbhfVsAyvtREsv200/100200/100200/100200/100150/100150/100200/100200/100100/100100/100100/100100/100间距s(mm)