Transcription of Chapter 5 Concrete Structures Contents
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Chapter 5 Concrete Structures Contents
WSDOT bridge design Manual M Page 5-i June General .. Materials .. Concrete .. Reinforcing Steel .. Prestressing Steel .. Prestress Losses .. Prestressing Anchorage Systems .. Post-Tensioning Ducts .. design Considerations .. Service and Fatigue Limit States .. Strength-Limit State .. Strut-and-Tie Model .. Deflection and Camber .. Construction Joints .. Inspection Access and Lighting .. Reinforced Concrete box girder Bridges .. box girder Basic Geometries .. Reinforcement .. Crossbeam .. End Diaphragm .. Dead Load Deflection and Camber .. Thermal Effects .. Hinges .. Drain Holes .. Hinges and Inverted T-Beam Pier Caps .. bridge Widenings .. Review of Existing Structures .. Analysis and design Criteria .. Removing Portions of the Existing structure .. Attachment of Widening to Existing structure .. Expansion Joints .. Possible Future Widening for Current Designs .. bridge Widening Falsework.
WSDOT Bridge Design Manual M 23-50.20 Page 5-3 September 2020. 5. Class 4000P and 5000P. Used for CIP piles, shafts and deep foundations where vibration is not feasible or practical. 6. Class 4000W. Used underwater in seals. 7. Class 5000 or Higher. Used in CIP post-tensioned concrete box girder construction, deep bridge
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