![]() ![]() ![]() However, unlike the Dynamic Nodal Loads which are applied to a node directly into the Time History Load Case, here you will need to define a static load case for each independent UDL which you want to apply in the TH Analysis with a different time or magnitude. A static analysis is performed for each static unit loading case. Refer to the webinar: Refined design and load rating for local bridges. Enter the loading data using various static loading functions provided in Load. Midas Civil makes the computation of restraint moments for the bridge easy. Use Load>Static Load Cases to enter the static unit loading conditions. Yes, you can use the Time-Varying Static Loads to apply a UDL in the Time History Analysis. The following two steps specify static loads in midas Civil: 1. I found out that at Midas it is an option as 'Time-Varying Static Loads' and I would like to know if it is going to work the same way as 'Dynamic Nodal loads' 0 ratings 0 found this document useful (0 votes) 0 views. Scribd is the worlds largest social reading and publishing site. I would like to make transverse distributions and apply load as line load (in the transverse direction). 03 Bridge Load Types in Midas Civil - View presentation slides online. I would like to know if it is possible to apply another type of load for time history analysis. We would like to create a grillage mode for our bridge for time history analysis and I don't think that point load will be appropriate for this type of model. I have questions about time history analysis. We are currently working on a high-speed Railway Bridge project. ![]()
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