150 mm 290 mm 250 mm 190 mm FIGURE P8.8
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A symmetrical hollow concrete masonry unit, with a cross-sectional area as
shown in Figure P8.8, is tested for compressive strength. The compressive
load at failure is 329 kN. What is the compressive strength in MPa?
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