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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
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