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A Simple Approach to Predict the Shear Capacity and Failure Mode of Fix-ended Reinforced Concrete Deep Beams based on Experimental Study

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Figure

TABLE 1. Property of the fixed-end RC deep beams tested
Figure 3.  Schematic view of typical set-up equipment (all unit in mm)
Figure 4. Loading history
Figure 6.  Crack propagation and failure mode of tested beams under monotonic load
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