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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