Question: If Type S mortar with a masonry unit having a compressive strength of 2 0 0 0 psi. Running bond layout a . What is

If Type S mortar with a masonry unit having a compressive strength of 2000 psi. Running
bond layout
a. What is the net compressive strength of: clay masonry, concrete masonry system? b. What is the Elastic Modulus of the concrete masonry?
c. What is the modulus of rupture normal and parallel to bed joint?
d. What is the proportion of cement, sand, mortar cement, lime needed to make the
mortar?
e. Assuming an 8 in. masonry unit is used with a full mortar bed and no grout, what
is the Area, and moment of inertia of the wall for a vertical section and horizontal
section for use in stress calculations? For use in deflection calculations?

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