2)Design the concrete mix using the following conditions:(ACI Method) Summarize also the total batch weights for one cylinder mold f'cr = Water-Cement Ratio = Non-air entrained concrete 28 Мра 0.5 Slump = 75 mm No Admixture Spec.Gravity of Cement = Fine Aggregates %3D 3.15 Fineness modulus = Spec.Gravity(SSD) = Moisture Content, % = Absorption,% = Coarse Aggregates - Subangular Nominal Max.Size .= 2.80 2.50 2.00 0.50 19 mm Spec.Gravity(SSD) Moisture Content,% = Absorption,% = Oven dry-rodded density = 2.75 1.25 0.50 1700.00 kg/cu.m. Summarize also the total batch weights for one cylinder mold

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2)Design the concrete mix using the following conditions:(ACI Method)
Summarize also the total batch weights for one cylinder mold
f'cr = 28 Mpa
Water-Cement Ratio =
0.5
Non-air entrained concrete
Slump = 75 mm
No Admixture
Spec.Gravity of Cement =
Fine Aggregates
3.15
Fineness modulus =
2.80
2.50
2.00
Spec.Gravity(SSD) =
Moisture Content,% =
Absorption,% =
Coarse Aggregates - Subangular
Nominal Max.Size .=
0.50
19 mm
Spec.Gravity(SSD) =
Moisture Content, % =
Absorption,% =
Oven dry-rodded density =
2.75
1.25
0.50
1700.00 kg/cu.m.
Summarize also the total batch weights for one cylinder mold
Transcribed Image Text:2)Design the concrete mix using the following conditions:(ACI Method) Summarize also the total batch weights for one cylinder mold f'cr = 28 Mpa Water-Cement Ratio = 0.5 Non-air entrained concrete Slump = 75 mm No Admixture Spec.Gravity of Cement = Fine Aggregates 3.15 Fineness modulus = 2.80 2.50 2.00 Spec.Gravity(SSD) = Moisture Content,% = Absorption,% = Coarse Aggregates - Subangular Nominal Max.Size .= 0.50 19 mm Spec.Gravity(SSD) = Moisture Content, % = Absorption,% = Oven dry-rodded density = 2.75 1.25 0.50 1700.00 kg/cu.m. Summarize also the total batch weights for one cylinder mold
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