hello... ı am studying about masonry structures and ı have a problem about how to obtain properties of potential brick cracks (kn and ks). ın publications there is a table about it but there is no information how to obtain it. in addition this, there are following formulations about elastic properties of joints;
kn=(Eu*Em)/[tm(Eu-Em)]
ks=(Gu*Gm)/[tm(Gu-Gm)]
are these formulation given about joints usable for potential brick cracks or is there any another?
really confused...