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针对工程中常见的钢筋混凝土桥墩偏心受压问题 ,本文提出应同时考虑桥墩“压弯极限承载力”和“混凝土容许拉应力”两种原则来确定容许偏载量和偏心距 ,并给出了具体的算法和工程应用实例
In view of the eccentric compression problem of the common reinforced concrete piers in engineering, this paper proposes that both the allowable load capacity and the eccentricity should be determined by considering both the “bending ultimate load carrying capacity” of bridge piers and the “allowable tensile stress of concrete” Concrete algorithm and project application example