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anyone can help me how the answer C is obtained? see the following problem. Thanks in advance and good luck to all of us :)

Kevo, thank you so much for the explaination. I really need to read the code.......Too much to be remembered in the provisions.

I am really get confused of the seismic load combinations when there are redundancy factor & overstrength factor. Based on my understanding, only one of them need to be considered in calculations. Am I right? then my question is about how to determine which one need to be included in the...

how the ap=2.5, Rp=2.5 come out? what are the right numbers ? (I'am using version 2006) I couldn't figure out. Thanks