Bridges for Service Life Beyond 100 Years: Service Limit State Design (2014) / Chapter Skim
Currently Skimming:
Pages 304-309
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 304... ...
304 This appendix presents a review and comparison of various prediction equations for the maximum crack width in prestressed concrete members. Test data from various sources were used in the comparisons.
|
From page 305... ...
305 • I-Beam: 12-in. deep with 12-in.
|
From page 306... ...
306 Note that this equation uses the International System of Units (SI)
|
From page 307... ...
307 developed by various previous researchers and proposed a new equation (C.7) expressed as follows: (C.7)
|
From page 308... ...
308 0 0.01 0.02 0.03 0.04 0.05 0 0.01 0.02 0.03 0.04 0.05 Nawy and Huang Nawy and Potyondy Perfect Correlation )
|
From page 309... ...
309 Figure C.3 indicates that the equation recommended by CEB-FIP (1970) overestimates the crack width prediction at small load.
|
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.