SC Structural Framing Practice Questions - South Carolina Structural Framing Contractor Examination Exam

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Each column anchor-rod assembly, including the base-plate weld and the foundation, shall be designed to resist a minimum eccentric gravity load of:

100 pounds at the base plate 300 pounds located 18 inches from the extreme outer face of the column in each direction at the top of the column shaft 1,000 pounds at the column cap 300 pounds at the centroid of the base plate only

Correct Answer:

300 pounds located 18 inches from the extreme outer face of the column in each direction at the top of the column shaft

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