Simplified Full-Depth Precast Concrete Deck Panel Systems (2018) / Chapter Skim
Currently Skimming:
Pages 142-144
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 142... ...
142 4.1 Conclusions A full-depth precast concrete deck panel system was developed. The system includes an innovative girder–deck connection spaced up to 6 ft, compared to the current limit of 4 ft.
|
From page 143... ...
Conclusions and Recommendations for Future Research 143 connection joints is the most critical factor in ensuring adequate structural capacity. Therefore, the research team concluded that UHPC is the best available joint material.
|
From page 144... ...
144 Simplified Full-Depth Precast Concrete Deck Panel Systems Analysis has indicated that the average loss of prestress (from the deck to the beam) is in the range of 2% to 20% for simple span bridges.
|
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.