PI: Robin Tuchscherer
Prescriptive shear requirements from ACI 318 (2019), AASHTO LRFD (2020), and
the fib Model Code (2010) include a minimum web reinforcement requirement. In general,
slender beams require a minimum area of web reinforcement equal to 0.08% of the cross-
section, while non-slender beams require up to 0.30%, or roughly three times more than the
slender beam requirement. This investigation aims to evaluate the discrepancy between these
requirements in terms of the strength and serviceability behavior of experimental… Read more