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... ii Modeling Philosophy ............................................................................................................ 54  Geometric Imperfections ..................................................................................................
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... iii Block Shear ......................................................................................................................... 127  Recommended Target Reliability Index ..............................................................................
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... 1 ACKNOWLEDGMENTS The research reported in this report was performed under direction of the Federal Highway Administration in collaboration with the National Cooperative Highway Research Program for NCHRP Project 12-84, "Guidelines for the Load and Resistance Factor Design and Rating of Riveted and Bolted Gusset-Plate Connections for Steel Bridges." The author of this report would to thank the following for their contributions in conducting this research; it could not have been a success without their diligent efforts. First and foremost, I'd like to thank Dr.

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