Please show the complete solution. 1)Determine the uncorrected and corrected weights based on the following data usingthe traditional method.Summarize also the total batch weights for one cylinder moldA.Fine Aggregates - NaturalFineness modulus =Spec.Gravity(SSD) =Moisture Content,% =Absorption,% =B.Coarse Aggregates - RoundMaximum size,mm =Spec.Gravity(SSD) =Moisture Content,% =Absorption,% =2.752.450.601.8525.402.751.250.50Structural10.10 bags/cu.m.76.22C.Class of Concrete =D.Cement Factor =E.Slump,mm =F.Spec. Gravity of Cement =G.Compressive Strength,Mpa =3.1524.10

Following is required mix design procedure :

1)Determine the uncorrected and corrected weights based on the following data using the traditional method.Summarize also the total batch weights for one cylinder mold A.Fine Aggregates - Natural Fineness modulus = Spec.Gravity(SSD) = Moisture Content,% = Absorption,% = 2.75 2.45 0.60 1.85

1)Determine the uncorrected and corrected weights based on the following data using the traditional method.Summarize also the total batch weights for one cylinder mold A.Fine Aggregates - Natural Fineness modulus = Spec.Gravity(SSD) = Moisture Content,% = Absorption,% = 2.75 2.45 0.60 1.85

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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Concept explainers

Dimensional homogeneity

The term dimensional homogeneity means that in an equation, the dimensions of each term on both sides are equal, which means the dimensions of the left-hand side (LHS) of an equation are similar to the dimensions of the right-hand side (RHS). For a dimensionally homogeneous equation, the powers of fundamental dimensions will be identical on both sides of the equation.

Question

Please show the complete solution.

1)Determine the uncorrected and corrected weights based on the following data using
the traditional method.Summarize also the total batch weights for one cylinder mold
A.Fine Aggregates - Natural
Fineness modulus =
Spec.Gravity(SSD) =
Moisture Content,% =
Absorption,% =
B.Coarse Aggregates - Round
Maximum size,mm =
Spec.Gravity(SSD) =
Moisture Content,% =
Absorption,% =
2.75
2.45
0.60
1.85
25.40
2.75
1.25
0.50
Structural
10.10 bags/cu.m.
76.22
C.Class of Concrete =
D.Cement Factor =
E.Slump,mm =
F.Spec. Gravity of Cement =
G.Compressive Strength,Mpa =
3.15
24.10

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