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Strut-and-tie modeling of reinforced concrete deep beams : experiments and design provisions

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Figure

Figure 2-11. Stresses on hydrostatic and non-hydrostatic nodes (Brown et al.
Figure 2-12. Difference between hydrostatic and non-hydrostatic nodes as the  strut angle decreases
Figure 2-18. Stress condition at the back face of a CCT node: (a) bonding  stress; (b) bearing of an anchor plate; (c) interior node over a continuous
Figure 2-22. Effective height to use for the distribution of horizontal  reinforcement
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