Abstract
1-The steel girder shown in Fig. 14.1 has the following particulars:
The yield stress of steel is 2.4 t/cm2, Flange section area af = 30 cm2, The attached plate section area ap= 60 cm2,
The web plate of the section is 44 x 10 cm.
The factor of safety against yielding of the flange: γ f = 1.5
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© 2013 Springer-Verlag Berlin Heidelberg
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Shama, M. (2013). Problems. In: Buckling of Ship Structures. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-17961-7_14
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DOI: https://doi.org/10.1007/978-3-642-17961-7_14
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-17960-0
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