Résumé of issue
This issue relates to the design of Pile Caps to the Eurocode (All Country NA’s). For the shear check and the reduced design shear load near to supports per EN 1992-1-1 Cl. 6.2.2(6), the lower limit of av=0.5d for checks undertaken at av≤0.5d was not applied which could result in an unconservative design…