Analysis of Differently Shaped Footing for a Mid Rise Structure Considering Lateral Forces Using Safe Software |
Author(s): |
| Vivek Kumar , Sam College of Engineering and Technology, Bhopal; Hitesh Kodwani, Sam College of Engineering and Technology, Bhopal; Manas Rathore, Sam College of Engineering and Technology, Bhopal |
Keywords: |
| Soil, Footing, Structure Analysis, Seismic, Shape, Forces, Reactions |
Abstract |
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As foundations are considered as the most important part of any structure due to its role in distributing structure load to the soil beneath. Before designing of structure soil investigation is necessary to determine the suitable type of footing shape, but this shape and type is adopted on some basic facts and principles which does not state a proper specific description. It is essential for engineers to estimate the foundation’s bearing capacity subjected to vertical loads. More often than not, such a significant number of concentrates for estimation of bearing limit includes foundation exposed to vertical stacking. In this study we are analyzing G+5 structure for seismic zone V considering medium type soil. Here we are comparing three different type of footing i.e. isolated, combined and raft footing of same area using analysis tool SAFE. |
Other Details |
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Paper ID: IJSRDV8I70372 Published in: Volume : 8, Issue : 7 Publication Date: 01/10/2020 Page(s): 596-605 |
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