Isolated Footing Reinforcement Detail, Soil Bearing Capacity


Design Detail of Isolated Footing

Isolated Footings (Par or spread footings) are commonly used for shallow foundations in order to carry and transfer concentrated loads, caused for example by column or pillar. Isolated footings are consists either of reinforcement or non-reinforcement.

Reinforcement detail of isolated footing
Isolated Footing
Types of Isolated Footing

       1.      Pad Footing ( Uniform Thickness)



       2.      Sloped Footing



Bearing Capacity of Soil

The size of footing depends on bearing capacity of soil. The load on unit area below footing should less than bearing capacity of soil to prevent settlement of footing.

Total pressure acting at base of footing including self-weight of footing, weight of column, over burden pressure of soil above footing etc. is called gross bearing capacity of soil.

The net pressure at base of footing after deduction the weight of excavated soil safe bearing capacity of soil.

Soil Bearing Capacity of different types of soils are as under:

Types of Soil / Rock
S.B.C (KN/M2)
         (1)   Rocks
         (2)   Non-cohesive soils
(Gravel, Coarse sand, medium sand, fine sand etc.)
         (3)   Cohesive soils
            (Soft, hard or stiff clay)
450-3000
100-450


50-450

Isolated Footing Reinforcement Detailing

Reinforcement detailing of footing is as much important as site investigation for the structural design of footing. A good detailing reflect the design requirement of the footing for structural stability.
A good detailing of reinforcement covers topics live cover to reinforcement based on environmental consideration, minimum reinforcement and bar diameters, proper dimensioning of footing. It is desirable foundation should be detailed in both plan and elevation in drawing.

Reinforcement detailing of isolated footing include:

      1.      Concrete cover of reinforcements – 75 mm
      2.      Minimum reinforcement and bar diameter
Reinforcement shall not be less than 0.12 % of the total cross sectional area. The minimum diameter for main reinforcement should not be less than 12 mm.
      3.      Reinforcement distributing in isolated footing
Square Footing: The reinforcement extending in both directions is distributed uniformly across the full width of the footing.
Rectangular Footing:  reinforcement is distributed across the full width of footing in long direction.
      4.      Soil Bearing Capacity.
      5.   Load on the Structure.
      6.   Type of Structure.



Sample Design of Isolated Footing With Reinforced Detailing

Reinforcement detail of isolated footing
Isolated Footing


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