根据分析获得的破坏荷载、破坏特征、荷载位移曲线以及桥梁安全系数等，对该桥设计进行了评价并获得一些有价值的结论。
According to the calculated ultimate loads, failure characters, load - deformation curve, and safety coefficients, etc, the bridge is evaluated and some valuable conclusions are attained.
因安全系数K是从整体结构所能承受的荷载来考虑的，故能较正确地反映结构强度设计时的综合因素。
K is for the safety coefficient from the overall structure can bear the load to, and it could be more accurately to reflect the structural strength design of a combination of factors.
试验结果表明：结构在正常使用荷载作用下完全处于弹性工作状态，具有足够的开裂安全系数和强度安全系数。
The test results indicate the structure completely work at elastic state under the normal applying load and have enough cracking and strength safety factor.
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