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A Research on Comparison of PT beam and RCC beam for cost and deflection

Authors(3):

Vaibhav G Tejani, Hitesh K Dhameliya, Jasmin Gadhiya
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PT not only give the problems beautiful solution, but he also showed us how to build it., Now a days, as architectural demand,structure become more slender and have a very long span ,by RCC we cannot fulfill architecture requirement,in some case RCC also fulfill architecture requirement for a certain span length but after span RCC structure become costly, so it's a research work which structure is economical for post tensioning,for a span, also high labour cost countries is to avoid external scaffolding, for low-rise structures to precast as far as practical and to prestress concrete, not only horizontally, but also vertically so as to resist lateral loads. In most structures today, the increasing use of prestressing has given new freedom to any concept of forms previously considered uneconomic or unfeasible or unduly bulky to resist loads. This research paper is focused on beam design for long span which is used at cinema, multipurpose hole, shopping mole. Pt beam is analysis and design by ADAPT-PT/RC 2015. RCC beam is analysis by STAAD.PRO v8i SS5 and design by manually. Here take beam with two span both span equal length, span of beam 5m to 20m at 3 m interval.

Vaibhav G Tejani, Hitesh K Dhameliya, Jasmin Gadhiya

Prestressing Systems Pre-Tensioning Systems Post-Tensioning Systems, ADAPT-PT/RC 2015, STAAD.PRO v8i SS5

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    IS: 456 - 2000 Code of Practice for Structural Concrete

Publication Details

Published in : Volume 2 | Issue 2 | March-April - 2016
Date of Publication Print ISSN Online ISSN
2016-05-05 2395-1990 2394-4099
Page(s) Manuscript Number   Publisher
1217-1220 IJSRSET1622391   Technoscience Academy

Cite This Article

Vaibhav G Tejani, Hitesh K Dhameliya, Jasmin Gadhiya, "A Research on Comparison of PT beam and RCC beam for cost and deflection", International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 2, Issue 2, pp.1217-1220, March-April-2016.
URL : http://ijsrset.com/IJSRSET1622391.php

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