6.33 The results of a laboratory experiment to evaluate the effects of a plasticizer are shown below. d. Using water reducer, how can we reduce cost without changing workability or strength? (Assume that the cost of the small amount of water reducer added is less than the cost of cement.) Refer to the appropriate case in the table. e. Summarize all possible effects of water reducers on concrete.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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6.33 The results of a laboratory experiment to evaluate the effects of a plasticizer are shown below. d. Using water reducer, how can we reduce cost without changing workability or strength? (Assume that the cost of the small amount of water reducer added is less than the cost of cement.) Refer to the appropriate case in the table. e. Summarize all possible effects of water reducers on concrete.
TABLE P6.33
With Water Reducer
Without Water Reducer Case 1 Case 2 Case 3
Cement content, kg/m
815
815
815
734
Water content,* kg/m³
446
446
355
402
Slump, mm
50
100
50
50
Compressive strength, MPa
37.8
38.0
46
37.9
*Assume that the water content is above the saturated surface-dry (SSD) condition of the aggregate.
Transcribed Image Text:TABLE P6.33 With Water Reducer Without Water Reducer Case 1 Case 2 Case 3 Cement content, kg/m 815 815 815 734 Water content,* kg/m³ 446 446 355 402 Slump, mm 50 100 50 50 Compressive strength, MPa 37.8 38.0 46 37.9 *Assume that the water content is above the saturated surface-dry (SSD) condition of the aggregate.
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