AISC CSE Practice Questions - AISC Certified Steel Erector (CSE) Certification Exam

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What minimum eccentric gravity load must each column anchor rod assembly be designed to resist at the top of the column shaft?

150 pounds at 12 inches from the column face 300 pounds at 18 inches from the extreme outer face 500 pounds at 24 inches from the column face 200 pounds at 18 inches from the column center

Correct Answer:

300 pounds at 18 inches from the extreme outer face

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