Comparative Study of Analysis of Flat Slab and Conventional Slab Using ETAB Software

Authors(3) :-Rasna P, Safvana P, Jisha P

In today's construction activity the use of flat slab is quite common which enhances the weight reduction, speed up construction, and economical. Similarly from the beginning conventional slab has got place in providing features like more stiffness, higher load carrying capacity, safe and economical also. For analysis material properties like grade of concrete steel, density, modulus of elasticity, must be defined initially and also various loads like dead load, live load, SDL. In this present work direct approach is adopted for manual design of flat slab and check for punching shear using software. Flat slabs are more vulnerable to punching shear because of absence of beam. Analysis of flat and conventional slab structures has been done using ETABS software.

Authors and Affiliations

Rasna P
P.G. Student, Department of Civil Engineering, AWH Engineering College, Kozhikode, Kerala, India
Safvana P
P.G. Student, Department of Civil Engineering, AWH Engineering College, Kozhikode, Kerala, India
Jisha P
Assistant Professor, Department of Civil Engineering, AWH Engineering College, Kozhikode, Kerala, India

Flat Slab, Conventional Slab, Punching Shear, ETABS

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Publication Details

Published in : Volume 3 | Issue 2 | March-April 2017
Date of Publication : 2017-04-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 674-677
Manuscript Number : IJSRSET1732177
Publisher : Technoscience Academy

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

Cite This Article :

Rasna P, Safvana P, Jisha P, " Comparative Study of Analysis of Flat Slab and Conventional Slab Using ETAB Software, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 3, Issue 2, pp.674-677, March-April-2017. Citation Detection and Elimination     |     
Journal URL : https://ijsrset.com/IJSRSET1732177

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