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Hi there. I am designing hollow core slabs (with and without toppings) according to the Eurocodes. However I am not finding any good detailed design guides to do this..Not much about hollow core slabs in the EC. Can you guys help me finding text about good design phase for hollow core slabs. I...

Hi richay, I picked all my load cases (34 in total). The thing was that the "code compliance" was not a selectable option in my report list. But I have found out why, Options->Custom Reports->Reset was what I needed to do. thank you for your time and answer, regards civilhak

Hi there, Im using Caesar II 5,10 to analyze hot steam network, designed using the code EN13480 In the Static Output Processor, I seem not to be able to choose "code compliance" in the Standard Report window. Can you tell me why this is? ..is it possible due to wrong setting in my Caesar...

Hi, Modal Participating mass ratios indicates how much mass is activated in your modes...according to EC8 this value should be atleast close to 90%...if you are undir this value, you should run more modes undir til you reach this value. Lets say your MPMS is 60%, then your resulting forces are...

Hi people, should this not work if you define walls as shell elements and plates as membrane elements????

Good morning. My company is looking for structural programs to calculate beams, columns, plates, foundationpads and so on. The program need to be based on the eurocodes. Do you guys know any such programs for sale? Any webpages or something you can point me on? I am not looking for finite...

sorry, I forgot to say that in SAP you can select an item by "label", can´t we do that in ETABS?, do I have to browse through the model to find my element? regards civilhak

hi hi. The thing is that I made a model with rather large shell elements in ETABS that runs ok, but after meshing the walls further to obtain more accurate results the model doesnt runs :S, an error message says that I should check connectivity and such for element 1242, my question is, how an I...