Mix w/c Ratio Maximum Compressive Strength (MPa) Average Compressive Strength (MPa) No. Cube No. Load (kN) 79.4 0.50 2 80.1 3 81.9 74.7 0.55 2 74.5 3 72.5 65.8 2 69.3 0.60 3 71.2 3.
Mix w/c Ratio Maximum Compressive Strength (MPa) Average Compressive Strength (MPa) No. Cube No. Load (kN) 79.4 0.50 2 80.1 3 81.9 74.7 0.55 2 74.5 3 72.5 65.8 2 69.3 0.60 3 71.2 3.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Students in the materials class prepared three mortar mixes with water to
cement ratios of 0.50, 0.55, and 0.60. Three 50-mm mortar cubes were pre-
pared for each mix. The cubes were cured for 7 days and then tested for com-
pressive strength. The test results were as shown in Table P6.16.Determine the following:
a. The compressive strength of each cube.
b. The average compressive strength for each mix.
c. Plot the average compressive strength versus w/c ratios for all mixes.
d. Comment on the effect of increasing w/c ratio on the compressive strength
of the cubes.
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