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Question

Lightweight concrete is the concrete having its unit weight varying from:

The correct answer is

3 kN/m3 to 18.5 kN/m3

Understanding Lightweight Concrete Unit Weight

Lightweight concrete is a type of concrete that has a significantly lower density compared to conventional or normal-weight concrete. This reduced weight is achieved by using lightweight aggregates such as expanded shale, clay, slate, perlite, vermiculite, or by incorporating air voids through processes like foaming.

The unit weight of concrete refers to its weight per unit volume, commonly expressed in units like kilonewtons per cubic meter (\( \text{kN/m}^3 \)) or pounds per cubic foot (\( \text{lb/ft}^3 \)). Unit weight is an important property as it affects the structural dead load of a building or structure.

Typical Unit Weight Ranges

To understand lightweight concrete, it's helpful to know the typical range for normal concrete.

  • Normal-weight concrete: Typically has a unit weight ranging from approximately \( 22 \text{ kN/m}^3 \) to \( 26 \text{ kN/m}^3 \) (or \( 140 \text{ lb/ft}^3 \) to \( 165 \text{ lb/ft}^3 \)). This concrete is made using dense aggregates like gravel, crushed stone, and sand.
  • Lightweight concrete: By using lightweight aggregates or creating voids, the unit weight is reduced. This type of concrete is lighter, which can lead to savings in structural framing and foundation costs, especially in tall buildings.

Lightweight Concrete Unit Weight Range Analysis

The question asks about the specific range of unit weight for lightweight concrete. Different classifications and standards might specify slightly different ranges, but generally, lightweight concrete falls within a range well below that of normal concrete.

Let's examine the provided options for the unit weight range of lightweight concrete:

  1. \( 3 \text{ kN/m}^3 \) to \( 18.5 \text{ kN/m}^3 \)
  2. \( 5 \text{ kN/m}^3 \) to \( 25 \text{ kN/m}^3 \)
  3. \( 10 \text{ kN/m}^3 \) to \( 22 \text{ kN/m}^3 \)
  4. \( 4.5 \text{ kN/m}^3 \) to \( 20 \text{ kN/m}^3 \)

Option 2 and 3 include upper limits (\( 25 \text{ kN/m}^3 \) and \( 22 \text{ kN/m}^3 \)) that overlap significantly with or extend into the range of normal-weight concrete, making them less likely to represent the specific range for lightweight concrete.

Option 4 presents a range \( 4.5 \text{ kN/m}^3 \) to \( 20 \text{ kN/m}^3 \). This range is more plausible for lightweight concrete, but it starts at a slightly higher minimum than some very lightweight types.

Option 1 presents the range \( 3 \text{ kN/m}^3 \) to \( 18.5 \text{ kN/m}^3 \). This range is widely accepted as encompassing the unit weights of various types of lightweight concrete, from very low-density insulating concrete (closer to \( 3 \text{ kN/m}^3 \)) to structural lightweight concrete (up to around \( 18.5 \text{ kN/m}^3 \)). Structural lightweight concrete typically ranges from \( 13.5 \text{ kN/m}^3 \) to \( 18.5 \text{ kN/m}^3 \), while lower densities are used for insulation or fill.

Considering the broad spectrum of concrete classified as "lightweight," which includes not only structural lightweight concrete but also lower-density insulating and fill concrete, the range starting from a lower value like \( 3 \text{ kN/m}^3 \) and extending up to the structural limit seems the most comprehensive description among the options.

Comparison of Concrete Types by Unit Weight
Concrete Type Approximate Unit Weight Range (\( \text{kN/m}^3 \))
Normal-weight Concrete \( 22 \) to \( 26 \)
Lightweight Concrete (Structural) \( 13.5 \) to \( 18.5 \)
Lightweight Concrete (Insulating/Fill) \( 3 \) to \( 13.5 \)

Based on common classifications and standards for various types of lightweight concrete, the unit weight range of \( 3 \text{ kN/m}^3 \) to \( 18.5 \text{ kN/m}^3 \) best represents the spectrum from ultra-lightweight insulating concrete up to structural lightweight concrete.

Revision Table: Lightweight Concrete Properties

Reviewing key aspects of lightweight concrete:

  • Definition: Concrete with lower density than normal concrete.
  • Achieved by: Using lightweight aggregates or creating voids.
  • Unit Weight Range: Typically \( 3 \text{ kN/m}^3 \) to \( 18.5 \text{ kN/m}^3 \) (can vary slightly based on specific type and standard).
  • Benefits: Reduced dead load, improved insulation properties, potential fire resistance.
  • Applications: Structural elements (beams, slabs), fill material, insulation, precast panels.

Additional Information on Lightweight Concrete

Lightweight concrete is not a single material but a category covering a range of densities and strengths. The properties depend heavily on the type of lightweight aggregate used or the method of introducing air voids.

  • Structural Lightweight Concrete: Made with aggregates like expanded shale, clay, or slate. It is used for structural purposes and requires careful mix design to achieve sufficient strength while maintaining low density. The upper limit of its unit weight is often around \( 18.5 \text{ kN/m}^3 \).
  • Moderate-Strength Lightweight Concrete: Often used for fill, composite decks, or non-structural elements. Aggregates might include pumice or scoria.
  • Low-Density Concrete (Insulating Concrete): Made with very lightweight aggregates like perlite or vermiculite, or by foaming cement paste. It has very low density (closer to \( 3 \text{ kN/m}^3 \) or \( 4 \text{ kN/m}^3 \)) and low strength, primarily used for insulation or as fill.

Therefore, the range \( 3 \text{ kN/m}^3 \) to \( 18.5 \text{ kN/m}^3 \) effectively covers the spectrum from the lowest density insulating types to the highest density structural types of lightweight concrete.

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Important Questions from Concrete

  1. M10 grade of concrete mixing ratio is approximately-

  2. How does the strength of concrete differ with age of concrete?

  3. Which vibrators are used for road slabs?

  4. The ultimate tensile strength of concrete is typically considered to be what approximate fraction of its ultimate compressive strength?

  5. Which of the following tests measures the vertical settlement of concrete after a frustum-shaped mold is removed to determine its workability?

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