Question: 6 . 2 - 1 Determine whether the given member satisfies the appropriate AISC interaction equation. Do not consider moment amplification. The loads are 5

6.2-1 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.
b. Use ASD.
6 . 2 - 1 Determine whether the given member

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