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Table 7 Strength reduction factor (β) of specimens.

From: Experimental Investigation on Flexural Behavior of Reinforced Ultra High Performance Concrete Low-Profile T-Beams

SpecimensB-S65-16B-S65-20B-S81-20B-S83-20MeanSuggested value for straight fiberB-H65-20Suggested value for hooked-end fiber
Factor β0.4890.5170.5950.5140.5290.5000.9370.900