A Research on Comparison of R.C.C and Post Tensioned Flat Slab with or Without Drop Using Software

Authors(3) :-Maulik G. Kakadiya, Hitesh K. Dhamaliya, Jashmin Gadhiya

In this paper, an attempt has been made to parametric study of Post-Tensioned Flat slab with or without drop and r.c.c flat slab for different panel size. These types of slab have been analysed and designed by Etabs and ADAPT_pt@2012 software, for the different span (6m to 10m) which are the most common spans used in practices.

Authors and Affiliations

Maulik G. Kakadiya
Civil Engineering Departments, UTU/CGPIT, Surat, Gujarat, India
Hitesh K. Dhamaliya
Civil Engineering Departments, UTU/CGPIT, Surat, Gujarat, India
Jashmin Gadhiya
Civil Engineering Departments, UTU/CGPIT, Surat, Gujarat, India

R.C.C, Post Tensioned, Flat slab with or without drop, Strengthening and Concrete, Rate analysis per sq m, Etabs and ADAPT_pt@2012 software

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Publication Details

Published in : Volume 2 | Issue 2 | March-April 2016
Date of Publication : 2017-12-31
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 1132-1136
Manuscript Number : IJSRSET1622379
Publisher : Technoscience Academy

Print ISSN : 2395-1990, Online ISSN : 2394-4099

Cite This Article :

Maulik G. Kakadiya, Hitesh K. Dhamaliya, Jashmin Gadhiya, " A Research on Comparison of R.C.C and Post Tensioned Flat Slab with or Without Drop Using Software , International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 2, Issue 2, pp.1132-1136, March-April-2016. Citation Detection and Elimination     |     
Journal URL : https://ijsrset.com/IJSRSET1622379

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