Question: Example: Consider the two - story building shown. The girders are assumed to be rigid, and the columns have flexural rigidities E I 1 and

Example: Consider the two-story building shown.
The girders are assumed to be rigid, and the columns have flexural rigidities EI1 and EI2, with negligible
alse Find masses. The stiffness of each column can be computed as 24EIihi3,i=1,2. For m1=x()
the displacment m2=m,h1=h2=h, and EI1=EI2=EI, determine the natural frequencies and mode shapes of the frome.
Need help with this question. Need help finding the natural frequencies and mode shape of the frame and need help with displacement. Please also solve for displacement.
Example: Consider the two - story building shown.

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