Extended Question: I would like to perform the periodic time-history analysis of a structure which supports two rotating machines which operate at different frequencies (1911 and 5267RPM, T = 0.0314 and 0.0114sec). Sine and cosine time functions are applied to unit loads, in both the vertical and horizontal directions, to simulate machine loading. What duration should be specified for the time function and the time-history load case? I understand that these values should be equal to the period of loading for a single machine, but how is analysis implemented for two machines?

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