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This report summarizes laboratory testing of connections between cold-formed steel (CFS) track and concrete base materials using power-actuated fasteners (PAFs). Twenty-five different configurations were tested under monotonic and cyclic loading. The goals were to demonstrate that tested capacities exceed current design limits, and to propose new rational design capacities. Key parameters varied included track thickness, depth, PAF diameter, embedment, and spacing. Test results showed that ductile failures

Author

Todd Henry

Language

EN