A.減少預(yù)應(yīng)力筋與孔道摩擦引起的損失 B.減少預(yù)應(yīng)力筋松弛引起的預(yù)應(yīng)力損失 C.減少混凝土徐變引起的損失 D.建立較大的預(yù)應(yīng)力值
A.1.2~1.5 B.1.6~2.0 C.2.0~2.5 D.0.9~1.1
A.5m B.10m C.15m D.20m