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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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