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Load-Bearing Structure
Foundation
Detailed Overview with Diagrams and
Explanations
Introduction
• A load-bearing structure transfers building
loads through walls to the foundation.
• No beams or columns for load distribution.
• Cost-effective for low-rise buildings.
• Common in rural and semi-urban areas.
Importance of Foundation
• Uniform load distribution.
• Prevents differential settlement.
• Ensures stability during earthquakes/floods.
• Improves durability of the building.
Types of Load-Bearing Foundations
• Shallow Foundations:
• - Strip Footing: Continuous under walls.
• - Spread Footing: Wider base for load
distribution.
• Deep Foundations:
• - Pier Foundation: Vertical support to deeper
soil.
• - Pile Foundation: Used in weak soil
conditions.
Strip Footing
• Continuous strips of concrete under load-
bearing walls.
• Ideal for strong soil.
• Width: 600–1000 mm.
• Reinforced to resist cracking.
• Common in low-rise residential projects.
Spread Footing
• Wider base for soils with low bearing capacity.
• Transfers load over a larger area.
• Suitable for light columns.
• Square or rectangular in shape.
Pier Foundation
• Cylindrical concrete columns supporting
structure.
• Ideal for poor surface soil.
• Common in hilly terrain.
• Constructed by digging and filling with
concrete.
Construction Process
• 1. Site clearance and layout.
• 2. Excavation of trenches.
• 3. Base preparation and soil compaction.
• 4. Pouring concrete and curing.
• 5. Constructing walls on the foundation.
• 6. Damp-proofing and backfilling.
Advantages & Disadvantages
• Advantages:
• - Low cost.
• - Simple construction technique.
• - Suitable for small buildings.
• Disadvantages:
• - Thick walls reduce usable space.
• - Not suitable for multi-story buildings.
• - Limited architectural flexibility.
Case Study – Load-Bearing House
in Gujarat
• Project: Two-story residential building.
• Type: Strip footing.
• Foundation depth: 1.2 meters.
• Wall material: Brick masonry.
• Challenge: Uneven soil, solved with stepped
footing.
• Outcome: Economical and stable structure.
Conclusion
• Reliable and economical for low-rise buildings.
• Ideal in stable soil and rural contexts.
• Limited flexibility for vertical expansion.
• Framed structures preferred in urban
development.

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Load_Bearing_Structure_Foundation.pptx.1

  • 2. Introduction • A load-bearing structure transfers building loads through walls to the foundation. • No beams or columns for load distribution. • Cost-effective for low-rise buildings. • Common in rural and semi-urban areas.
  • 3. Importance of Foundation • Uniform load distribution. • Prevents differential settlement. • Ensures stability during earthquakes/floods. • Improves durability of the building.
  • 4. Types of Load-Bearing Foundations • Shallow Foundations: • - Strip Footing: Continuous under walls. • - Spread Footing: Wider base for load distribution. • Deep Foundations: • - Pier Foundation: Vertical support to deeper soil. • - Pile Foundation: Used in weak soil conditions.
  • 5. Strip Footing • Continuous strips of concrete under load- bearing walls. • Ideal for strong soil. • Width: 600–1000 mm. • Reinforced to resist cracking. • Common in low-rise residential projects.
  • 6. Spread Footing • Wider base for soils with low bearing capacity. • Transfers load over a larger area. • Suitable for light columns. • Square or rectangular in shape.
  • 7. Pier Foundation • Cylindrical concrete columns supporting structure. • Ideal for poor surface soil. • Common in hilly terrain. • Constructed by digging and filling with concrete.
  • 8. Construction Process • 1. Site clearance and layout. • 2. Excavation of trenches. • 3. Base preparation and soil compaction. • 4. Pouring concrete and curing. • 5. Constructing walls on the foundation. • 6. Damp-proofing and backfilling.
  • 9. Advantages & Disadvantages • Advantages: • - Low cost. • - Simple construction technique. • - Suitable for small buildings. • Disadvantages: • - Thick walls reduce usable space. • - Not suitable for multi-story buildings. • - Limited architectural flexibility.
  • 10. Case Study – Load-Bearing House in Gujarat • Project: Two-story residential building. • Type: Strip footing. • Foundation depth: 1.2 meters. • Wall material: Brick masonry. • Challenge: Uneven soil, solved with stepped footing. • Outcome: Economical and stable structure.
  • 11. Conclusion • Reliable and economical for low-rise buildings. • Ideal in stable soil and rural contexts. • Limited flexibility for vertical expansion. • Framed structures preferred in urban development.