Compute for the concrete mix proportion for a 6" diameter concrete cylinder mold with 12" height and 6"x6"x21" concrete beam moldSlump = 75mm to 100mmfc' = 20.68MPa at 28 daysMaximum size of Coarse Aggregates (gravel) = 3/8"Unit weight of Coarse aggregate= 1660 kg/m³Cement Type I Specific Gravity=3.15Specific Gravity for Coarse Aggregates=2.76Specific Gravity for Fine Aggregate=2.60Fineness Modulus (FM)=2.63 Compute for the concrete mix proportion for a 6 diameter concrete cylinder mold with 12 height and 6'x6 x21 concrete beam moldSlump - 25mm to 50mmfe' - 3000psi at 28 daysMaximum size of Coarse Aggregates (gravel)-3/4"Unit weight of Coarse aggregate- 1650 kg/mCement Type I Specific Gravity=3.15Specific Gravity for Coarse Aggregates-2.73Specific Gravity for Fine Aggregate-2.66Fineness Modulus (FM)-2.63Interpolate values that are not present/exact in each tablehint: compute for the mix proportion of 1cubic meter of concreteafter getting the mix proportions refate it to the volume of thestructure above (concrete cylinder and concrete beam) to get thebatch weights of the materials.

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Answered: Compute for the concrete mix proportion…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Compute for the concrete mix proportion for a 6" diameter concrete cylinder mold with 12" height and 6"x6"x21" concrete beam mold Slump = 75mm to 100mm fc' = 20.68MPa at 28 days Maximum size of Coarse Aggregates (gravel) = 3/8" Unit weight of Coarse aggregate= 1660 kg/m³ Cement Type I Specific Gravity=3.15 Specific Gravity for Coarse Aggregates=2.76 Specific Gravity for Fine Aggregate=2.60 Fineness Modulus (FM)=2.63

Compute for the concrete mix proportion for a 6 diameter concrete cylinder mold with 12 height and 6'x6 x21 concrete beam mold
Slump - 25mm to 50mm
fe' - 3000psi at 28 days
Maximum size of Coarse Aggregates (gravel)-3/4"
Unit weight of Coarse aggregate- 1650 kg/m
Cement Type I Specific Gravity=3.15
Specific Gravity for Coarse Aggregates-2.73
Specific Gravity for Fine Aggregate-2.66
Fineness Modulus (FM)-2.63
Interpolate values that are not present/exact in each table
hint: compute for the mix proportion of 1cubic meter of concrete
after getting the mix proportions refate it to the volume of the
structure above (concrete cylinder and concrete beam) to get the
batch weights of the materials.

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