Theoretical and Experimental Studies of Two-Span Reinforced Concrete Deep Beams and Comparisons with Strut-and-Tie Method

Figure 9

Load-deflection diagrams of continuous deep beams with different a/h ratios and . (a) C1, CM1, and CH1. (b) C2, CM2, and CH2. (c) C3, CM3, and CH3. (d) B1, BM1, and BH1. (e) B2, BM2, and BH2. (f) B3, BM3, and BH3. (g) B4, BM4, and BH4.

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