On the basis of analyzing all the forces on the self-supported uniform high column, the superposition method in mechanics of materials and a MATLAB program were used to calculate the additional moments on arbitrary section for the high column under both weight and distributed wind pressure. A formulation of additional maximum moment is deduced. The results show that the effect of weight to wind moments of the heavy weight high columns cannot be ignored.
Numerical Calculation of Additional Moments Due to Weight for High Uniform Columns
Contributed by the Pressure Vessel and Piping Division of ASME for publication in the JOURNALOF PRESSURE VESSEL TECHNOLOGY. Manuscript received August 2, 2010; final manuscript received March 26, 2012; published online October 18, 2012. Assoc. Editor: Donald Mackenzie.
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Jian, T., and Zhong-ning, Z. (October 18, 2012). "Numerical Calculation of Additional Moments Due to Weight for High Uniform Columns." ASME. J. Pressure Vessel Technol. December 2012; 134(6): 064501. https://doi.org/10.1115/1.4006555
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