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Hello everyone! I have a question about a single story frame that has dead and live load on top as vertical loads and also an earthquake load as lateral load. I draw the M,N,V diagrams and and also analyzed it with SAP2000. But I am having some difficulty how I could comment on the vertical and lateral loads. I am asked to comment in couple sentences and actually didn't understand what exactly I am supposed to do. Can you please help me ?

Thank you so much.
Yelena.

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