Prediction about Effect of Span-to-Depth Ratio on Shear Capacity for FRP Bar Reinforced Concrete Beams without Web Reinforcement

Table 2

Factors considered in the models.

Models	Design parameters
	CSA-S806-12	√	√	√	√	√	√	×
ACI440.1R-15	×	√	√	√	√	√	×
CNR-DT203-2006	×	√	√	√	√	√	×
GB50608-2020	×	√	√	√	√	√	×
Gao and Zhang	√	√	√	√	√	√	×