ABSTRACT
The design shear resistance at any cross section of a member not requiring shear reinforcement can be calculated as: V R,d,c = v R,d,c b w d https://s3-euw1-ap-pe-df-pch-content-public-p.s3.eu-west-1.amazonaws.com/9780203087756/08f30066-0ee2-48b7-8a1d-b8f2cc17766b/content/math33_362_1_B.tif"/>
