Memli
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yes it is ok now. thanks
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Hello, huge values of Natural Period of Vibration . Whats a dummy frame? Thanks
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Dear sir/madam I am having problems defining frame loads in ETABS. I have modeled my Line Loads (partition load) with Nule frame and assigned frame loads in those nul frames. The problem is that when I run Modal Analyses I am having huge values because the joints on nul frames seem to be part of structures and they can be seen as moving around in Modal animation. Any help...? Many thanks in advance