Effect of Differential Settlement on Forces and Moments of Beam of RCC Frame Structure using Staad Pro V8i Software |
Author(s): |
| Kiran B. Jaiswal , BABASAHEB NAIK COLLEGE OF ENGINEERING PUSAD; A. C. Saoji, BABASAHEB NAIK COLLEGE OF ENGINEERING PUSAD |
Keywords: |
| Differential Settlement, Comparison of Forces, STAAD Pro Software, Structural Response, Beam Comparison, Indian Standard Code |
Abstract |
|
The structural Frames are normally analyzed by assuming frames with fixed base, and role of foundation and soil properties on member action is neglected. In this paper effect of differential settlement on Beams of RCC frame structure building of G+9 is carried out considering Beams at corners and centers respectively. A settlement of 25mm, 50mm, 75mm and 100 mm respectively is applied to supports and effect in terms of Axial force, shear force and Bending moments at Ground floor, Fifth floor and Ninth floor Beams are compared with Fixed support and Spring Support. It was concluded from the comparison of results that when settlement increases the value of Axial forces, Shear Forces and Bending Moments Increases accordingly. The Research work can be helpful to know the realistic response of structural members when differential settlement occur and design can be modified considering Forces & moments when differential settlement occur in the building this will help in economical and safe design of RCC structures under Gravity load, Wind load and Seismic Loading. |
Other Details |
|
Paper ID: IJSRDV4I80300 Published in: Volume : 4, Issue : 8 Publication Date: 01/11/2016 Page(s): 440-444 |
Article Preview |
|
|
|
|
