Refering to Example 26 in SEAOC Vol 1 2009 pg. 102
Could use some expert clarificaiton...
When calculating the required strength for a column, overstrength required, they subtract Ev from Emh per ASCE 12.4-6, and then subract Em from 0.9D per ASCE 2.3.2 yielding tension of 205kips.
However...