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Evidence is presented showing that in riveted joints of usual structural proportions, subjected to substantially static loads, joint strength will not be reduced if ratio of rivet bearing stress to axial or shearing stress is increased above that sanctioned by most specifications for steel buildings and bridges.
Evidence is presented showing that in riveted joints of usual structural proportions, subjected to substantially static loads, joint strength will not be reduced if ratio of rivet bearing stress to axial or shearing stress is increased above that sanctioned by most specifications for steel buildings and bridges.
Effect of bearing ratio on static strength of riveted joints
Am Soc Civ Engrs -- Proc (J Structural Div)
Jones, J. (Autor:in)
1957
4 pages
Bibliography
Aufsatz (Zeitschrift)
Englisch
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