1、框架横梁斜截面承载力构件层V选配双肢箍筋间距s(mm)直径(mm)左边跨7103.72565.27-0.0878200/1006105.42565.27-0.0778200/1005130.56565.270.0698200/1004152.86565.270.1978200/1003179.27565.270.3508200/1002187.29565.270.3978150/1001186.30565.270.3918150/100中间跨734.68565.27-0.4868200/100651.33565.27-0.3908200/100571.83565.27-0.2718200/10
2、0491.30565.27-0.1588100/1003112.35565.27-0.0378100/1002119.07565.270.0028100/1001115.14565.27-0.0218100/100右边跨7103.72565.27-0.0878200/1006105.42565.27-0.0778200/1005130.56565.270.0698200/1004152.86565.270.1978200/1003179.27565.270.3508200/1002187.29565.270.3978150/1001186.30565.270.3918150/100)2.0(10bhfcCRE0025.142.0hfbhfVsAyvtREsv
