Question: Problem 2 ( 1 5 Points ) Axial DL supported by column A B is 1 5 5 kips anctor if applicable. for member A

Problem 2(15 Points) Axial DL supported by column AB is 155kips anctor if applicable. for member AB. Use the stiffness reduction factor if
Problem 2 ( 1 5 Points ) Axial DL supported by

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