Question: Determine whether the given member satisfies the appropriate AISC interaction equation. Do not consider moment amplification. The loads are 5 0 % dead load and

Determine whether the given member satisfies the appropriate AISC interaction equation. Do not consider moment amplification. The loads are 50% dead load and 50% live load. Bending is about the x axis, and the steel is ASTM A992.
a. Use LRFD.
Determine whether the given member satisfies the

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