The paper gives the calculation formula of the steel box beam rib plate, side line length and coordinate of transition curve sections combined with construction practice.
本文结合施工实践，推导给出了缓和曲线段钢箱梁肋板、边线长度和坐标的计算公式，用于缓和曲线钢箱梁和其它结构梁的放样计算。
The results provide in practice, the reinforced concrete beam side by sticking steel plate method will bring benefit in practice.
实践证明安全、可靠、施工方便，开创了侧面粘钢加固应用的先例，可推广使用，提高工程经济效益。
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