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Prof. G.C. Jawalkar, J.I.Tamboli

Published in: International Journal of Current Engineering And Scientific Research ( IJCESR)
Volume- 4, Issue-7, pp.53-56, Jul 2017
DPI :-> 16.10046.IJCESR.2017.V4I7.5356.1824

Chimneys are tall slender structures which fulfill an important function of discharging hot gases over a greater height. Due to this greater height Chimneys are normally designed for critical loads produced by earthquake or wind or its self-weight. In the case of RCC Chimney wind load is more critical than earthquake load because as height of chimney increases the dead load and wind load increases and the earthquake load is negligible as compared to wind load. As the height of chimney increases it is necessary to analyze the second order effect produced due to the self-weight of the structure itself and the wind load acting on it. In this paper equation were developed using beam column theory and Loads considered were combination of wind load and dead load of the structure. Wind load has been calculated as per IS 4998 (Part 1): 1992. Across wind loads have been neglected as it is a part of dynamic analysis.

Key-Words / Index Term
RCC Chimney, Second order analysis, P-Delta analysis, beam-column theory, along wind effect.

How to cite this article
Prof. G.C. Jawalkar, J.I.Tamboli , “SECOND ORDER ANALYSIS OF RCC CHIMNEY FOR DIFFERENT ELEVATION”, International Journal of Current Engineering And Scientific Research ( IJCESR), 4, Issue-7, pp.53-56, Jul 2017. DPI:16.10046.IJCESR.V4.I7.1824