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选择试验荷载大小和加载位置时采用静载试验效率系数ηq进行控制,看该系数是否符合规范要求,然后在通过测试的受荷载作用下梁板的实测挠度与计算挠度的比较,以此推断桥梁的实际承载能力能否满足设计要求。
Select the test load size and load position using the static load test efficiency coefficient ηq control to see whether the coefficient of compliance with the requirements of the specification, and then through the test load under the load deflection of the plate deflection and calculated compared to calculate the bridge The actual carrying capacity can meet the design requirements.