Division of Structural Design
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Guidance Manuals
2005
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Exhibits
Geotechnical Branch - Chapters
Geotechnical Branch - Exhibits
 
 
Noteworthy Changes
  • Future Wearing Surface load has increased from 15 psf to 60 psf.
  • Consider the stems of breastwall abutments and retaining walls as slabs for determining minimum shear reinforcement.
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