Guidelines for the Load and Resistance Factor Design and Rating of Riveted and Bolted Gusset-Plate Connections for Steel Bridges (2013) / Chapter Skim
Currently Skimming:
Pages 148-153
The Chapter Skim interface presents what we've algorithmically identified as the most significant single chunk of text within every page in the chapter.
Select key terms on the right to highlight them within pages of the chapter.
From page 148... ...
146 CHAPTER 5. CONCLUSIONS AND RECOMMENDATIONS This research project primarily consisted of the experimental testing of 12 full-scale gusset plate connections.
|
From page 149... ...
147 assume this limit is adopted. If not adopted by AASHTO, some -factors may have to be reduced for design.
|
From page 150... ...
148 research showed that the load determined to cause a partial shear plane to yield was also a much better predictor of buckling.
|
From page 151... ...
149 15. The consideration of section loss in gusset plates in determining resistance was evaluated as part of this research.
|
From page 152... ...
150 19. According to national policy, Load Factor Ratings (LFR)
|
From page 153... ...
151 SUGGESTED RESEARCH 1. Additional research is needed to establish the ideal target reliability index for trusses and gusset plates.
|
Key Terms
This material may be derived from roughly machine-read images, and so is provided only to facilitate research.
More
information on Chapter Skim is available.