Abstract
Given: a two-span beam, per Fig. 11a-c. EI = const. The beam is to be calculated by the equation of three moments.
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© 1965 Springer-Verlag, Berlin/Heidelberg
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Baum, G. (1965). Examples of application of the tabular values for the singlespan beam under vertical loading. In: Basic Values on Single Span Beams. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-49161-0_4
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DOI: https://doi.org/10.1007/978-3-642-49161-0_4
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-49163-4
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