Define solid and hollow masonry units according to ASTM C90.
What are the advantages of masonry walls over framed (wood) walls?
A concrete masonry unit is tested for compressive strength and produces the
following results:
Failure load = 726 kN
Gross area = 0.081 m2
Gross volume = 0.015 m3
Net volume = 0.007 m3
Is the unit categorized as solid or hollow? Why? What is the compressive
strength? Does the compressive strength satisfy the ASTM requirements for
load bearing units shown in Table 8.2?
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