Thanks all for the replies.
Just for completeness and confirmation of my understanding, when considering the first portion of the equation f'vm.bw.d where
we are transferring the shear (within the concrete portion of the wall/equation) between the tensile reinforcement and extreme compressive...
Hi All,
Just running through AS3700 for concrete blockwork Out-of-Plane Shear capacity, and just want to double check with the wider community: For 'd' (The effective depth of the reinforced masonry wall), say we have a wall which is 190mm thick and cover as 55mm and a bar size of N16 would the...