Page 305 has a probably Moment capacity (Mpr) of 2860 ft-kips. Can someone give me a brief help on how they come up with this? It seems I could solve it just like they do on previous pages, but there's very little info in the SEAOC.
Would I sum up the moments from grade beams 46 and 47 and divide by half of the column length 29 since there is no column below? I'm clueless on this one and don't like accepting info without understanding it.
Thanks in advance for anyone willing to take the time and study concrete with me...
Would I sum up the moments from grade beams 46 and 47 and divide by half of the column length 29 since there is no column below? I'm clueless on this one and don't like accepting info without understanding it.
Thanks in advance for anyone willing to take the time and study concrete with me...
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