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Chapter
Chapter
the strains close to
DOI link for the strains close to
the strains close to
the different magnitude of strain at the two yield lines. details loaded in tension or bending according to fig 3 were later straightened, machined flush, and bolted together as and-plate stresses at failure of the connections were calculated, conservatively assuming equal compressive and tensile stress stress in the tension member and at the bolt line, with minor
Edition 1st Edition
First Published 1988
Imprint CRC Press
Pages 1
eBook ISBN 9780429180651
ABSTRACT
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