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

Authors

  • 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

Keywords:

Flat Slab, Conventional Slab, Punching Shear, ETABS

Abstract

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.

References

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Books

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International Journal of Scientific Research in Science, Engineering and Technology

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Published

2017-04-30

Issue

Volume 3, Issue 2, March-April-2017

Section

Research Articles

License

Copyright (c) IJSRSET

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

[1]
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.