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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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.

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.
Transcribed Image Text: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.
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