Create a design mix using the ACI DESIGN MIX PROCEDURE with the following parameters: Non-air Entrained Concrete Required Strength = 35 MPa Required Slump = 6 inches Maximum Size of CA = 3/4 inches Fineness Modulus of CA = 2.45 Density of CA = 1555 Kg/m³

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Create a design mix using the ACI DESIGN MIX PROCEDURE with the following parameters:
Non-air Entrained Concrete
Required Strength = 35 MPa
Required Slump = 6 inches
Maximum Size of CA = 3/4 inches
Fineness Modulus of CA = 2.45
Density of CA = 1555 Kg/m3
SG of Water = 1.00
SG of Cement = 3.15
SG of CA = 2.84
SG of FA = 2.40
Transcribed Image Text:Create a design mix using the ACI DESIGN MIX PROCEDURE with the following parameters: Non-air Entrained Concrete Required Strength = 35 MPa Required Slump = 6 inches Maximum Size of CA = 3/4 inches Fineness Modulus of CA = 2.45 Density of CA = 1555 Kg/m3 SG of Water = 1.00 SG of Cement = 3.15 SG of CA = 2.84 SG of FA = 2.40
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