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Figure 6. Bolted end-plate connection in
DOI link for Figure 6. Bolted end-plate connection in
Figure 6. Bolted end-plate connection in
In the permits the analysis of bolted end-plate connections in sections, including determination of the tion, bolt forces, the effect of prying action, etc. ·In the experimental part of the study, a bolt forces were determined by means of strain gages. of the results obtained from this test series with those obtained by means of the suggested design method shows difference between the values obtained, the maximum deviation in bolt forces being only about yield load for the connection, as defined in the suggested design method, is also in this case c·onsidered to be the load the reduced yield moment is in the end-plate at the toe also that heavy plastic deformations of the end-plate will be avoi- In the connections with thin end-plates, the ultimate load was found to be more than greater than the theoretical yield load. the connections with heavier end-plates, the difference was found to be 25-75%.
Edition 1st Edition
First Published 1988
Imprint CRC Press
Pages 1
eBook ISBN 9780429180651
ABSTRACT
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