Keyword [Restrained beam without web reinforcement] Result: 1 - 2 | Page: 1 of 1 1.  Study Of Effect Of Longitudinal Reinforcement Ratio On Shear Behavior Of Restrained Beams Without Web Reinforcement When Shear-Span Ratio Is 1.5 2.  Study On Effect Of Longitudinal Reinforcement Ratio On Shear Behavior Of Restrained Beams Without Web Reinforcement When Shear-Span Ratio Is 2.5   <<First  <Prev  Next>  Last>>  Jump to

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