APPLYING THE CONCEPT OF POST TENSIONING INHYBRID BUILDING BY USING ETABS

Authors

  • Suraj G. Dahiphale Department of Civil Engg.Dr. D. Y. Patil College of Engineering & Inovation, Varale, Talegaon, Pune
  • Suhas B. Deokar Department of Civil Engg.Dr. D. Y. Patil College of Engineering & Inovation, Varale, Talegaon, Pune.
  • Inzamam W. Pathan Department of Civil Engg.Dr. D. Y. Patil College of Engineering & Inovation, Varale, Talegaon, Pune.

Keywords:

Prestressing, precast beam, post tensioning

Abstract

prestressedbeam is defined as beam that had internal stresses introduce to counteract to the degree desire, the tensile stresses that will be imposed in service. The stress is usually imposed by tendons of individualhard-drawn wires, cables of hard-drawn wires, or bars of high strength alloy steel. Compressive stresses can be introduced either by pre-tensioning or by post-tensioning. The current paper emphasizes on prestressed design of pre cast beam considering variousstage, lifting stage, erection stage. The paper also enclosed the various losses that takes place during prestress and after prestressing.

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Published

2021-03-27

Issue

2019: NCTEP

Section

Articles

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How to Cite

Suraj G. Dahiphale, Suhas B. Deokar, & Inzamam W. Pathan. (2021). APPLYING THE CONCEPT OF POST TENSIONING INHYBRID BUILDING BY USING ETABS. International Journal of Innovations in Engineering Research and Technology, 1-2. https://repo.ijiert.org/index.php/ijiert/article/view/1903