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This document summarizes a journal article that analyzes the capacity of exposed column base connections subjected to uniaxial and biaxial bending moments through analytical and finite element modeling methods. The study develops a biaxial moment-axial load interaction curve for design and presents an analytical method to predict uniaxial capacities based on plastic mechanism formation. It also investigates the behavior of exposed base plates with I-shaped columns under minor-axis bending moments. The findi

Author

surafel abebaw

Language

EN