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Hi,
I`m scratching my head for some time about how to implement the "Equivalent Horizontal Forces" (EHF) into the model when designing to Eurocode.
These forces should be applied in all principal directions of the structuire and are to be based on the factored vertical loads. These forces should be part of each combination considered.
Introducing individual load cases for EHF seems too laborious job - for rectangular building it would typically mean 4 EHF cases for each vertical case (i.e. one for each direction - say +X, -X, +Y, -Y).
Can Autodesk please advise on how to approach the modeling or provide any example of a model (it can be very simple one)?
I am quite surprised that such fundamental aspect of Eurocode requirement hasn`t been discussed yet on this forum. Aplogogiies if it has, but was striggling to find it.
I noticed that many other pieces of analysis and design software cover this aspect by very simple automatized process (prety much by ticking the box when creating combinations).
Many thanks for help.
Best Regards
Tomas Bilek
Solved! Go to Solution.
