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...

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