RCC Grade WC ratio and Min Cement

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Questions and Answers

What is the minimum cement content (in $kg/m^3$) required for reinforced concrete exposed to severe conditions?

  • 360
  • 300
  • 340
  • 320 (correct)

For plain concrete under moderate exposure conditions, what is the maximum free water-cement ratio?

  • 0.60 (correct)
  • 0.50
  • 0.55
  • 0.45

What is the minimum grade of concrete recommended for reinforced concrete under very severe exposure conditions?

  • M40
  • M30
  • M25
  • M35 (correct)

Under which exposure condition is the minimum cement content for plain concrete specified as 240 $kg/m^3$?

<p>Moderate (D)</p> Signup and view all the answers

What is the maximum free water-cement ratio for reinforced concrete exposed to mild conditions?

<p>0.55 (A)</p> Signup and view all the answers

What is the minimum grade of concrete for reinforced concrete exposed to extreme conditions?

<p>M40 (C)</p> Signup and view all the answers

Which exposure condition requires a minimum cement content of 340 $kg/m^3$ for reinforced concrete?

<p>Very Severe (D)</p> Signup and view all the answers

For plain concrete, what is the minimum grade of concrete recommended under extreme exposure conditions according to the table?

<p>M25 (A)</p> Signup and view all the answers

What is the maximum free water-cement ratio for plain concrete exposed to very severe conditions?

<p>0.45 (D)</p> Signup and view all the answers

What is the minimum cement content for reinforced concrete under mild exposure conditions?

<p>300 $kg/m^3$ (D)</p> Signup and view all the answers

What is the maximum free water-cement ratio for plain concrete that is exposed to severe conditions?

<p>0.50 (B)</p> Signup and view all the answers

What is the lowest grade of concrete for reinforced concrete out of these options, and under what exposure condition is it applicable?

<p>M20, Mild (B)</p> Signup and view all the answers

Which exposure condition among the following requires the highest minimum cement content for plain concrete?

<p>Extreme (D)</p> Signup and view all the answers

What is the difference in minimum cement content (in $kg/m^3$) between reinforced and plain concrete for moderate exposure conditions?

<p>60 (D)</p> Signup and view all the answers

According to the table, as the severity of exposure conditions increases, what generally happens to the maximum free water-cement ratio for reinforced concrete?

<p>It decreases (D)</p> Signup and view all the answers

For severe exposure conditions, what is the difference between the minimum grade of plain concrete and reinforced concrete?

<p>M10 (D)</p> Signup and view all the answers

If a concrete structure is designed with a maximum free water-cement ratio of 0.40, to which exposure conditions can it be subjected?

<p>Extreme only (A)</p> Signup and view all the answers

For plain concrete construction in mild conditions, what are the requirements for minimum cement content and maximum water-cement ratio?

<p>220 $kg/m^3$ and 0.60 (B)</p> Signup and view all the answers

What is the minimum cement content (in $kg/m^3$) for reinforced concrete under extreme exposure conditions compared to plain concrete under mild exposure conditions?

<p>140 $kg/m^3$ more (B)</p> Signup and view all the answers

In which exposure condition does plain concrete not have a grade recommendation according to the table?

<p>Mild (A)</p> Signup and view all the answers

Flashcards

Mild exposure (plain concrete)

For mild exposure, the minimum cement content for plain concrete is 220 Kg/m³.

Mild exposure (reinforced concrete)

For Reinforced Concrete, the minimum cement content is 300 Kg/m³ under mild exposure conditions.

Moderate Exposure (plain concrete)

Under moderate exposure, the maximum free water-cement ratio is 0.60 for plain cement concrete.

Moderate exposure (minimum grade)

When exposed to moderate conditions, reinforced concrete should be a minimum grade of M25.

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Severe exposure (plain concrete)

When concrete has severe exposure, the minimum grade of concrete should be M20 for plain concrete.

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Severe exposure (reinforced concrete)

For severe exposure, the minimum cement content required for reinforced concrete is 320 Kg/m³.

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Very severe exposure (plain concrete)

Under very severe exposure, the maximum free water-cement ratio for plain concrete is 0.45.

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Very Severe exposure (reinforced concrete)

For very severe exposure, the minimum grade of concrete required for reinforced concrete is M35.

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Extreme exposure (reinforced concrete)

For Extreme exposure, the maximum water-cement ratio for reinforced concrete is .40

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Extreme exposure conditions

Grade of M40 is the minimum grade for reinforced concrete under extreme conditions.

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Study Notes

Reaction Rate

  • Reaction rate refers to the change in reactant or product concentration over time.
  • For a reaction $aA + bB \rightarrow cC + dD$, the rate can be expressed as: Rate $= -\frac{1}{a}\frac{d[A]}{dt} = -\frac{1}{b}\frac{d[B]}{dt} = \frac{1}{c}\frac{d[C]}{dt} = \frac{1}{d}\frac{d[D]}{dt}$.

Factors Affecting Reaction Rate

  • Reactant concentration: Higher concentration usually leads to an increased reaction rate.
  • Temperature: Higher temperatures generally increase the reaction rate.
  • Surface area: For reactions involving solids, a larger surface area increases the reaction rate.
  • Catalysts: Catalysts speed up the reaction rate without being used up in the reaction.
  • Pressure: For gaseous reactions, higher pressure usually increases the reaction rate.

Rate Law

  • Rate law expresses the relationship between the reaction rate and reactant concentrations.
  • For a reaction $aA + bB \rightarrow cC + dD$, the rate law is Rate $= k[A]^m[B]^n$.
    • $k$ represents the rate constant.
    • $m$ and $n$ denote the reaction orders for reactants A and B, determined experimentally.
    • $m + n$ gives the overall reaction order.

Types of Rate Laws

  • Zero-Order: Rate $= k$
  • First-Order: Rate $= k[A]$
  • Second-Order: Rate $= k[A]^2$ or Rate $= k[A][B]$

Methods for Determining Reaction Order

  • Initial Rates Method: Reaction order is determined by varying reactant initial concentrations and measuring the initial reaction rate.
  • Graphical Method: Reaction order is determined by plotting reactant concentration versus time, $\ln$[reactant] versus time, and 1/[reactant] versus time.
  • Isolation Method: Keeping the concentration of all reactants except one in large excess helps determine the order with respect to one reactant.

Integrated Rate Laws

Zero-Order

  • Rate $= -\frac{d[A]}{dt} = k$
  • Integrated Rate Law: $[A]_t = -kt + [A]_0$
  • Half-Life: $t_{1/2} = \frac{[A]_0}{2k}$

First-Order

  • Rate $= -\frac{d[A]}{dt} = k[A]$
  • Integrated Rate Law: $\ln[A]_t = -kt + \ln[A]_0$ or $[A]_t = [A]_0e^{-kt}$
  • Half-Life: $t_{1/2} = \frac{0.693}{k}$

Second-Order

  • Rate $= -\frac{d[A]}{dt} = k[A]^2$
  • Integrated Rate Law: $\frac{1}{[A]_t} = kt + \frac{1}{[A]_0}$
  • Half-Life: $t_{1/2} = \frac{1}{k[A]_0}$

Collision Theory

Postulates

  • Reaction happens when reactant molecules collide.
  • The collision must have sufficient energy to overcome the activation energy barrier.
  • Molecules must collide with the proper orientation.

Activation Energy

  • The minimum energy required for a reaction to occur is the Activation Energy ($E_a$).

Arrhenius Equation

Equation

  • $k = Ae^{-E_a/RT}$
    • $k$ represents the rate constant.
    • $A$ is the frequency factor.
    • $E_a$ denotes the activation energy.
    • $R$ is the gas constant ($8.314 , \text{J/mol K}$).
    • $T$ is the temperature in Kelvin.

Determining $E_a$ Graphically

  • $\ln k = -\frac{E_a}{R}\frac{1}{T} + \ln A$
  • Plotting $\ln k$ versus $\frac{1}{T}$ results in a straight line.
    • Slope $= -\frac{E_a}{R}$
    • Intercept $= \ln A$

Reaction Mechanisms

Definition

  • A reaction mechanism: a series of elementary steps describing the pathway of a reaction.

Elementary Step

  • One single step in a reaction mechanism.

Rate-Determining Step

  • The slowest step in a reaction mechanism that determines the overall reaction rate.

Catalyst

  • A substance that increases reaction rate without being consumed.
    • Homogeneous Catalyst: Exists in the same phase as the reactants.
    • Heterogeneous Catalyst: Exists in a different phase than the reactants.

Intermediate

  • A species is first produced and then consumed during the reaction, and is not present in the overall balanced equation.

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