Investigation of Ultimate Bending Strength of Steel Bracket Plates
Currently, the design model for flexural rupture of an eccentrically loaded bracket plate is based on the material tensile rupture strength times the net elastic section modulus. Different bolt and plate sizes were tested to determine if this model is correct. It was found that the current model is...
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Virginia Tech
2014
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| Online Access: | http://hdl.handle.net/10919/31172 http://scholar.lib.vt.edu/theses/available/etd-02082005-154328/ |