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This document reports the results of load tests on concrete beams with different reinforcement configurations. It shows the ultimate load capacity, actual capacity in tons and kilonewtons (KN), theoretical capacity in KN, and percent difference between actual and theoretical capacities for 4 beams: a plain beam, a beam with untied #10 rebar, a beam with tied #10 rebar, and a beam with tied #13 rebar. The tied rebar beams performed closer to their theoretical capacities than the untied or plain beams.
- Author
- Ahmad Bilaal
- Language
- EN