Abstract:The results of eight reinforced concrete deep beams tested under four point loading condition are reported. The test beams were simply supported and were made with self compacting concrete (SCC). The variables were; web reinforcement and anchorage of tension reinforcement. The test beams were divided into four groups according to the web reinforcement. Each group consists of two beams, one with the anchorage of tension reinforcement and the other without. The nominal cross section was 100 x 300mm and the clear… Show more
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