Specimen F-1: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)
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Specimen F-1 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #5 longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group E specimens. The shear span to effective depth ratio (a/d) was 2.9.
创建时间：
2013-01-14
