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What is Column-to-Beam Connection Design about?

The document summarizes the design of a column to beam connection based on AISC standards. It provides input data on beam and column sizes, plate thickness, welds and bolts. It then analyzes and checks the weld capacity, shear and tension bolt capacities, and base plate bending capacity to determine if the connection design is adequate to support the given service loads of 10 kips axial load, 25 kips shear load and 10 ft-kips moment. All capacity checks are found to be satisfactory.

Author

Rayodc

Language

EN