Footing Design Excel (Isolated Footing Combined Footing) Sheet Download

Footing Design Excel (Isolated Footing Combined Footing) Sheet Download


Footing Design Excel (Isolated Footing, Combined Footing) Sheet Download

1.      Isolated Footing

Definition:
An isolated footing is a type of foundation used for individual columns. It is typically designed in a square, rectangular, or circular shape to support the load from a single column and distribute it to the ground.

When to Use:
Isolated footings are suitable when columns are spaced far apart and the soil beneath the structure can bear the loads efficiently. These footings are commonly used in buildings with widely spaced columns and strong soil conditions.

Design Considerations:
When designing an isolated footing, engineers need to consider the following:

  • The axial load from the column
  • The soil’s bearing capacity
  • The size and shape of the footing
  • The required depth of the footing to ensure stability

Example:
For a column with an axial load of 400 kN and a soil bearing capacity of 150 kN/m², the size of the footing can be calculated as follows:

  1. Determine the area of the footing:
    The area of the footing can be found by dividing the load on the column by the bearing capacity of the soil.
    Area of footing = 400 kN / 150 kN/m² = 2.67 m²
  2. Determine the side length (if footing is square):
    To determine the side length of a square footing, take the square root of the area.
    Side length = √2.67 = 1.63 m

Thus, the dimensions of the isolated footing are approximately 1.63 m x 1.63 m.


2.      Combined Footing

Definition:
A combined footing is used when two or more columns are closely spaced, and individual footings would overlap or be impractical. It is designed to distribute the load from multiple columns to the soil, ensuring that the columns share the load efficiently.

When to Use:
Combined footings are appropriate when columns are placed near each other, and the soil’s bearing capacity is weak or uneven. This type of footing is often used in buildings with closely spaced columns or where the loads need to be balanced across the footing.

Design Considerations:
Key factors for designing a combined footing include:

  • The load from multiple columns
  • The spacing between the columns
  • The bearing capacity of the soil
  • The shape and geometry of the footing (usually rectangular or trapezoidal)

Example:
Consider two columns with loads of 400 kN and 600 kN, spaced 3 meters apart, and a soil bearing capacity of 150 kN/m². The total load on the combined footing is:

  1. Determine the total load on the footing:
    Total load = 400 kN + 600 kN = 1000 kN
  2. Determine the area of the footing:
    Area of footing = Total load / Bearing capacity of soil
    Area of footing = 1000 kN / 150 kN/m² = 6.67 m²
  3. Determine the dimensions of the footing:
    Assuming the footing is rectangular, let’s assume the length of the footing is 4 meters.
    Width of footing = Area of footing / Length of footing
    Width of footing = 6.67 m² / 4 m = 1.67 m

Thus, the dimensions of the combined footing are approximately 4 meters by 1.67 meters.


3.      Bi-Axial Footing

Definition:
A bi-axial footing is a foundation used when two columns are subjected to loads in different directions (both along the x and y axes). This type of footing must be designed to resist both axial loads and moments in two directions.

When to Use:
Bi-axial footings are typically used when columns experience both vertical and lateral loads or when they are misaligned. This type of footing is particularly useful in buildings with irregular layouts or where moments in both directions need to be accounted for in the design.

Design Considerations:
For bi-axial footings, the design must account for:

  • Axial loads from each column in both x and y directions
  • Bending moments due to eccentric loads
  • The bearing capacity of the soil
  • The shape and dimensions of the footing (usually rectangular or trapezoidal)

Example:
For two columns with loads of 400 kN and 600 kN, spaced 3 meters apart, and a soil bearing capacity of 150 kN/m², the total load on the footing is 1000 kN. However, because of the bi-axial moments, the footing dimensions will be adjusted to accommodate bending in both the x and y directions. The calculation for moment resistance and load distribution will guide the final dimensions of the footing, ensuring that both axial and moment loads are adequately supported.


                                                              UnZip PW: digitaldeni


Post a Comment

Previous Post Next Post