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Plate bending in weak and strong axes 1

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WWTEng

WWTEng

Structural
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Please see the attached sketch. If I remember correctly, with the greenbook the allowable bending stress in the strong axis for similar plate was 0.6Fy and 0.75fy in the weak axis. What are these numbers per the black book?
 
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Oops, just saw section F-11. Should have done more research before posting.
 
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