Research Article

Experimental and Numerical Evaluation of Shear Strength of Directly and Indirectly Loaded Flanged Recycled Self-Compacted Reinforced Concrete Deep Beams

Table 1

Summary of effective stress for prediction ultimate strength of deep beams using STM by ACI318-14 and AASHTO LRFD 2012.

ElementACI 318-14AASHTO LRFD 2012

Strut0.85(0.6)
Tiefyfy
CCC node
CCT node