Transcription of Chapter 5 Concrete Structures Contents
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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 .
Used underwater in seals. 7. Class 5000 or Higher. Used in CIP post-tensioned concrete box girder construction, deep bridge foundations, or in other special structural applications if significant economy can be gained or structural requirements dictate. Class 5000 or higher concrete is generally available near large urban centers.
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