Analytic Solution of Single Span Beam under Non Uniform Load

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Abstract:

During the process of structure design, non uniform load on beam usually is considered as similar uniform load. Some analytic solution formulas of bending moment about beams acted on symmetric load are deduced. Table of equivalent uniform load coefficient according to the principle of bending moment equivalency is listed. The feasibility and beware are also discussed.

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3035-3038

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Manual of static calculation of architectural structure. Beijing: China building industry press, 1998. (in Chinese)

Google Scholar

[2] LI Zhi-song; WANG Guo-ti; Calculate the deformation of beams with variable sections on bi-parameter elastic foundation under the parabolic load; Journal of Anhui Institute of Architecture & Industry(Natural Science), 2007-06 (in Chinese)

Google Scholar

[3] WANG Guo-ti; SHI Jin; Calculation of the beam on elastic foundation under the parabolic load; Journal of Hefei University of Technology(Natural Science), 2006-067(in Chinese)

Google Scholar