A.保證正截面受彎承載力 B.保證斜截面受剪承載力 C.控制斜裂縫寬度 D.保證斜截面受彎承載力
A、M<a1fcbf'hf'(ho-hf'/2)或fyAs≤a1fcbf'hft B、M>a1fcbf'hf'(ho-hf'/2)或fyAs≤a1fcbf'hft C、M≤a1fcbf'hf'(ho-hf'/2)或fyAs=a1fcbf'hft
A.受拉區(qū)鋼筋先屈服,隨后混凝土受壓區(qū)被壓碎 B.受拉區(qū)鋼筋未屈服,受壓區(qū)混凝土壓碎 C.受拉區(qū)鋼筋和受壓區(qū)混凝土的應(yīng)力均不定