These terms are used and mixed up in a way that the explanation results tricky. Thank you for the fast replay, the material sent is helpful but a kind of confusing with the terms "effective width", "longitudinal length", "W", "Distribution width", "Longitudinal width". 2 lanes of loads, the first one using a load for each wheel equal to 150 and the second one using a wheel load equal to 100. I am not sure about if I did it okay because I assumed many things to define the loads. I attach the file I am using with the moving load LM1 of the Eurocode. In the same way, I did a hand calculation using Homberg charts and FEM to get the evolvement of the moments in the transverse section, but the results are completely different from those given by midasCivil. I would like to have more detail explanation and an example of application of these loads.
#Define moving load in midas civil 2011 how to#
Consequently, I don't know how to define these load cases for the analysis of 1m long of the transverse section in midasCivil.
![define moving load in midas civil 2011 define moving load in midas civil 2011](https://i.ytimg.com/vi/gQjGBJ58Qpc/maxresdefault.jpg)
On the other hand, I am working with the load cases LM1, LM2 and FLM2 (Lorry 3) of the Eurocode. Additionally, I need to define 3 vehicles and get the involvement of these 3 loads but it's not possible to define more than 1 vehicle. For instance, when defining the vehicles, there is a value "Distribution width W:" I don't know what it refers to. The input data is simple but not very good explained in the on-line manual. At this point, I am having issues with the definition of the moving loads. and trans.) are made separately by midasCivil, then when I use the "Transverse analysis model wizard" it creates a 2D model of the transverse section selected. As far as I could see, both analysis (long.
![define moving load in midas civil 2011 define moving load in midas civil 2011](http://manual.midasuser.com/EN_Common/Civil/881/Start/05_Load/07_Moving_Load_Analysis_Data/image/slc.jpg)
The girder is a simple box which has to be analyzed longitudinal and transversely for its subsequent design. I already did the model of the bridge I am working on, using PSC elements. I am working with the "Transverse analysis model wizard" of midasCivil. All three with their procedure and limitation are mentioned below.ĭepending on the requirements and suitability you can choose your analysis method. There are mainly three methods for performing forward Construction Stage analysis.