Transcription of Chapter 4: Design Considerations
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Chapter 4: Design Considerations
Chapter 4: Design Considerations Table of Contents Chapter 4: Design Considerations .. 14-1 Introduction .. 34-2 Deflection and camber .. Allowable Deflection .. Deflection .. Deflection .. Deflection .. 84-3 Beam Continuity .. 84-4 Cap Beam Center Loading Strips .. Criteria .. 104-5 Construction Sequence .. Construction Joint .. 114-6T-Beam Bridges .. 114-7 Friction .. 124-8 Prestressing Forces .. 124-9 Long-Term Superstructure Deflection .. 134-10 Falsework at Deck Overhangs .. and Soffit Pour .. Pour .. 154-11 Concrete Deck on Steel girders .. Steel Girder Bridges.
inch for stringers supporting the exterior girders, edge of the soffit, or deck overhang, and approximately 1/2-inch for beams at interior locations. The engineer orders the contractor to furnish camber strips. See Standard Specifications, Section 48-2.03C, Falsework – Erection.
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