The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney
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Published:
2008-12-11
Issue Vol. 3 No. 2 (2008)
Articles
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Evaluation of the land property value for public roads investment with respect to recompense calculation
005-014
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Earned value method as a tool for project control
015-032
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Measurements of 2-D flow parameters around rectangular prisms arranged at the ground
033-051
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Comparison of determination methods of vibration’s damping coefficients for complex structures
053-061
-
Solution to excessive vibration of floors in a steel structured industrial building
063-070
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Dimensioning of reinforced concrete multi – flue chimneys
071-080
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The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney
081-095
-
Evolution of the landscape, historical planning and elements of Odessa
119-130
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Historical palaces and gardens in Ukraine and problems of their revalorization
131-142
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The determination of normal stresses in cross-section of the four-flue reinforced concrete chimney
097-118
Main Article Content
Authors
Abstract
In the paper there is presented the algorithm of calculation of normal stresses in reinforced concrete three-flue chimney. The calculation has been made for full cross-section and for cross-section weakened by openings. The governing equations has been derived in an analytical form assuming linear physical laws for concrete and steel and, as for as considered cross-section weakened by openings, taking into account the additional reinforcing steel bars at the openings. In addition coefficients B and C have been determined, which are useful at dimensioning.
Keywords:
three-flue chimney, normal stresses
Article Details
“The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney” (2008) Budownictwo i Architektura / Civil and Architectural Engineering, 3(2), pp. 081–095. doi:10.35784/bud-arch.2325.
