The determination of normal stresses in cross-section of the four-flue reinforced concrete chimney
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Published:
Dec 11, 2008
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
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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
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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
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Abstract
In the paper the way of calculation of compressive stresses in the cross-section of a four-flue reinforced concrete chimney has been presented. Two types of cross section have been considered: the full cross section and the cross section weakened by openings. The analysis described in the paper refers to the chimney arrangement in diamond shape in relation to wind flow.
Keywords:
normal stresses, reinforced concrete chimney, the full cross-section and the cross section weakened by openings
Article Details
Borzęcki, K. . and Słowik, M. . (2008) “The determination of normal stresses in cross-section of the four-flue reinforced concrete chimney”, Budownictwo i Architektura, 3(2), pp. 097–118. doi: 10.35784/bud-arch.2328.
