Figure 16. influence of shear span to depth ratio on shear strength of beams

From

Prediction of Ultimate Shear Capacity of Reinforced Normal and High Strength Concrete Beams Without Stirrups Using Fuzzy Logic

Abdulkhaliq Abdulyimah Jaafer

American Journal of Civil Engineering and Architecture. 2013, 1(4), 75-81 doi:10.12691/ajcea-1-4-2