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The document summarizes the results of a pushover analysis carried out on a 3-story building frame using SAP2000 NL software. Plastic hinge properties were defined for beams and columns based on their section properties and a assumed ductility of 6. The pushover load pattern was proportional to the first mode shape. The analysis was carried out to a roof displacement of 50 inches to capture the full nonlinear behavior. Key results from the pushover curve included: (1) first yield at a roof displacement of 8

Author

ansh2709

Language

EN