Comparison of Isolated Pad Footing and Beam-Slab Isolated Footing based on Varying the Footing size and Grade of Steel

Authors

  • Ishani Singal

Keywords:

isolated footing, excel spread sheet, size of footing, soil bearing capacity

Abstract

This paper presents a comparison of isolated pad footing with the Beam-Slab Isolated footing In this paper beams have been introduced in the isolated pad footing to accommodate the tension in the footing This in return reduces the overall depth of the footing The design has been carried out to satisfy the Flexural and shear values for the foundation as per IS 456 2000 The diameter of the bar is decided such as to ensure that the area of steel provided is closest to the steel required as per the Limit State Design Graphs are prepared to analyze the steel and concrete required for varying sizes of the footing starting from 1m upto 6 m with a 0 5m increment and comparing the values for 415 and Fe 500 steel values

How to Cite

Ishani Singal. (2016). Comparison of Isolated Pad Footing and Beam-Slab Isolated Footing based on Varying the Footing size and Grade of Steel. Global Journals of Research in Engineering, 16(E5), 35–40. Retrieved from https://engineeringresearch.org/index.php/GJRE/article/view/1527

Comparison of Isolated Pad Footing and Beam-Slab Isolated Footing based on Varying the Footing size and Grade of Steel

Published

2016-10-15