Faisal.AAOUATIF

Ok Great. Thanks a lot

Thanks a lot for directions. I note that a top layer should be added to give a monolithic volume and dowels resisting to shear between new and old concrete. Do you think that the 1st assumption correct in the previous post ? Thank you

Good Evening / Morning. Due to a additional load on an existing isolated footing, I’m trying to widen and reinforce it by using the jacketing technic, using two orthogonal beams as per the attachement My question is about new beams reinforcement : 1.Is longitudinal beams reinforcement , by direction , should balance all the new effort from the column , regardless existing reinforcement in the existing footing ? 2. What are disposition for calculating links between old and new concrete? Thanks a LOT. Isolated footing jacketing.pdf