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: γf = 1.5
Problems
Buckling of Ship Structures ; Kapitel : 14 ; 363-375
2013-01-01
13 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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