The displacements, the depth of tensile stress zone and the maximum value of tensile stress under the complex load were calculated.
计算出了双重荷载作用下的位移量、拉应力区的深度及最大拉应力值。
In the process of computation first calculated gravity load value, on behalf of lateral stiffness.
在计算过程中首先计算出重力荷载代表值、侧移刚度。
Used the deflection calculation method proposed by the paper, calculated the deflection under various load of the cracked prestressed concrete beam, and compared with experimental value.
采用本文提出的挠度计算方法计算了各级荷载下开裂预应力混凝土梁的挠度，并与试验值进行对比。
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