Mix w/c Ratio Cube No. Maximum Compressive Strength (psi) Average Compressive Strength (psi) No. Load (Ib) 17640 0.50 18270 3 17890 16350 2 0.55 16740 3 15990 14870 2 15260 3 0.60 3 15790 2.
Mix w/c Ratio Cube No. Maximum Compressive Strength (psi) Average Compressive Strength (psi) No. Load (Ib) 17640 0.50 18270 3 17890 16350 2 0.55 16740 3 15990 14870 2 15260 3 0.60 3 15790 2.
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 2-in. mortar cubes were prepared
for each mix. The cubes were cured for 7 days and then tested for compressive
strength. The test results were as shown in Table P6.17.
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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