Search results for query: *

There is no substantial lateral load to the new slab. My intention is to transfer the downward load to the existing walls. I hope to prevent moment transfer from the new slab to the existing walls since reinforcement of the of walls is not clear. What is the difference between using a pair of...

Hi all, I need to design a new reinforced concrete slab running on top of the existing walls. The new slab is treated as simply supported. Dowel bars are proposed to connect new slabs on the existing wall. Would anyone know how to determine the embedment length of dowel bar and detailing for...