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Tests on bolted connections in light gage steel
Results of 574 tests, covering considerable ranges of variables such as bolt diameter, sheet thickness, etc; four conditions formulated for predicting failure loads which are in satisfactory agreement with test values; if adequate safety factor is applied to these four conditions, joint deformations at design loads can be held to reasonably small values.
Tests on bolted connections in light gage steel
Results of 574 tests, covering considerable ranges of variables such as bolt diameter, sheet thickness, etc; four conditions formulated for predicting failure loads which are in satisfactory agreement with test values; if adequate safety factor is applied to these four conditions, joint deformations at design loads can be held to reasonably small values.
Tests on bolted connections in light gage steel
Am Soc Civ Engrs -- Proc (J Structural Div)
Winter, G. (author)
1956
25 pages
Article (Journal)
English
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