It can be observed from your model that we have below:ġ) 8 Traffic lanes - with traffic lane optimization turned on - thereby program will create 8x3 = 24 lanes internally.Ĥ) Normal+concurrent force/moment turned on in "Moving load analysis control options"īecause of the above reasons computationally time will tremendously increase. Unfortunately we can’t afford to resolve the whole model every time we want to get the concurrent shear/moments combinations.Īny help on this will be much appreciated. To date, we have always created an static load Case from the Moving Tracer to work out the concurrent load effects. We need to get results for the concurrent moments and shears along the beam elements, is there a way we can set up the moving load analysis to achieve this whilst speeding up the analysis time. ![]() ![]() We left it running over the weekend, only to find that it was 40% analysed in the LL and we can’t use our computers during the time MIDAS is solving. ![]() We have a model (see attached) that is taking an excessively long time to solve.
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