Stiffness computed in Stage 2 where there is not long-term consideration. The sequence shown in figure below, the bridge will be analyzed based on the bridge This is my reasoningįor this statement: in Stage 3, after composite-actions loads are defined. That I believe that Stage 4 should be defined before Stage 3. In this stage, long-term effectsĪre to be considered (note that I have defined Time Dependent MaterialsĬonsidering Creep and Shrinkage as mentioned in the tutorial video). Is the philosophy behind the assumption of 10-days duration for Stages 1, 2-1Īnd 3? Does it make any difference if I change them?ī) I have highlighted Stage 4 in Figure 1 below. I have included below a screen shot of the Construction Stages (please see Of questions is about the autogenerated Construction Stages by the Wizard application. Wizard file and the final file of my model just in case they are needed. Questions in this regard and would appreciate your help. I have followed the video published by MIDAS to use Wizard applicationĬoncrete Girder Composite Bridge: Wizard Application () The load rating of a bridge superstructure composed of post-tensioned concrete I-girdersĪnd concrete slab.
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