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Analysis and Design of shallow Foundation for High Rise R.C.C. Structure

  • Unique Paper ID: 169771
  • Volume: 11
  • Issue: 6
  • PageNo: 1913-1916
  • Abstract:
  • The design of isolated footings is a fundamental aspect of foundation engineering, particularly for supporting individual columns in reinforced concrete structures. This paper outlines a systematic procedure for designing isolated footings in accordance with IS 456:2000, emphasizing critical steps such as load determination, soil bearing capacity assessment, and footing area calculation. The methodology includes selecting appropriate dimensions based on calculated areas, checking for settlement to ensure uniformity, and designing for flexure and shear to meet structural requirements. Reinforcement detailing is addressed to ensure adequate anchorage and compliance with minimum reinforcement standards. Additionally, the paper highlights the importance of verifying that the bearing pressure under the footing does not exceed the soil's safe bearing capacity. By following these guidelines, engineers can achieve stable and durable foundations that meet safety and performance criteria. This comprehensive approach not only enhances structural integrity but also contributes to sustainable construction practices by optimizing material use and minimizing risks associated with foundation failure. The findings serve as a valuable resource for civil engineers engaged in the design and analysis of shallow foundations for high-rise structures.
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Cite This Article

  • ISSN: 2349-6002
  • Volume: 11
  • Issue: 6
  • PageNo: 1913-1916

Analysis and Design of shallow Foundation for High Rise R.C.C. Structure

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UGC Approved
Journal no 47859

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