Question
I am assessing a bridge that has a condition factor of less than 1.0. Can / should I apply this in my LimitState:RING model?
Answer
A global condition factor should not normally be applied to LimitState:RING analysis output since the effects of defects such as ring separation, mortar loss, low strength masonry and the influence longitudinal cracks have on the ability of a given bridge to distribute the load transversely can all be accounted for directly.
For more information on modelling bridge defects, please refer to the User Guide.