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Referencing SEAOC Vol 2 (2009) - Example 5 part 9c Tilt-Up building with wood flexible diaphram: pg. 305 In this example the main diaphragm is designed for the N-S direction and a nailing zone diagram is created to reflect the varying shear demand that exists (The E-W direction is not shown...

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...