High Impact Factor : 4.396 icon | Submit Manuscript Online icon |

CALL FOR PAPERS : Dec-2023

Important Dates
Submission Last Date 25-Dec-23
Submit Manuscript Online

NEWS & UPDATES

News for Authors:

We have started accepting articles by online means directly through website. Its our humble request to all the researchers to go and check the new method of article submission on below link: http://www.ijsrd.com/SubmitManuscript

New Features:

Hello Researcher, we are happy to announce that now you can check the status of your paper right from the website instead of calling us. We would request you to go and check your paper status on the below link :http://www.ijsrd.com/CheckPaperStatus

Hello Bloggers....

Hello Researchers, you can now keep in touch with recent developments in the research as well as review areas through our new blog. To find more about recent developments please visit the below link:
http://ijsrd.wordpress.com

Follow us on Social Media:

Dear Researchers, to get in touch with the recent developments in the technology and research and to gain free knowledge like , share and follow us on various social media. http://www.facebook.com/ijsrd http://www.twitter.com/ijsrd

For Acceptance of Your Research Article

Kindly check your SPAM folder of email for acceptance of research paper...

Impact Factor

4.396 (SJIF)
Click Here

IC Value

66.68
Click Here

How to write research paper?

This video will guide authors to write their first research paper. Kindly check it and then prepare article
Click Here

Zero Tilt Verification of Rectangular, Angle Shaped Footing, for the Smaller Side, using Finite Element Method

Author(s):
Shalem Ernest , NIT Raipur; Shailendra Kumar Nagwanshi, GGITS; Vijay Shrivastava, GGITS; Shalem Ernest , NIT Raipur

Keywords:
Angle Shaped Footing, Eccentric Loading, Finite Element Method

Abstract

The paper presents a new type of a foundation on which the analysis has been done. This type of foundation is named as “The angle shaped footing” named after its design to resist eccentric loads. The shape of the angle shaped footing has been considered as rectangular and the analysis has been done, keeping in view the shorter side of the footing. The analysis has been done by using the simulation software package ANSYS. The graphs have been plotted and the results have been drawn. The results show that the footing is able to resist a considerable amount of eccentric load towards the shorter side when provided with an angle shape.

Other Details
Paper ID: IJSRDV4I120074
Published in: Volume : 4, Issue : 12
Publication Date: 01/03/2017
Page(s): 68-70

Article Preview
Download Article