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Introductory technical guidance for civil and structural engineers and construction managers interested in design and construction of box girders for highway and bridge structures. Here is what is discussed: 1. INTRODUCTION 2. CROSS SECTION PROPERTIES AND SIGN CONVENTION 3. STRESS SUMMARIES IN A PRESTRESSED BEAM 4. SELECTION OF PRESTRESSING FORCE FOR A GIVEN ECCENTRICITY 5. PERMISSIBLE ECCENTRICITIES FOR A GIVEN PRESTRESSING FORCE 6. EQUIVALENT FORCES DUE TO POST-TENSIONING AND LOAD BALANCING 7. POST-TENSIONING IN CONTINUOUS GIRDERS 8. TENDON PROFILES—PARABOLIC SEGMENTS.
Introductory technical guidance for civil and structural engineers and construction managers interested in design and construction of box girder highway structures. Here is what is discussed: 1. INTRODUCTION 2. CROSS SECTION PROPERTIES AND SIGN CONVENTION 3. STRESS SUMMARIES IN A PRESTRESSED BEAM 4. SELECTION OF PRESTRESSING FORCE FOR A GIVEN ECCENTRICITY 5. PERMISSIBLE ECCENTRICITIES FOR A GIVEN PRESTRESSING FORCE 6. EQUIVALENT FORCES DUE TO POST-TENSIONING AND LOAD BALANCING 7. POST-TENSIONING IN CONTINUOUS GIRDERS 8. TENDON PROFILES
Introductory technical guidance for civil and structural engineers and construction managers interested in prestressing losses with post-tensioning of highway box girders. Here is what is discussed: 1. PRESTRESSING LOSSES 2. TIME-DEPENDENT LOSSES.
Introductory technical guidance for civil and structural engineers interested in design of prestressed highway box girders. Here is what is discussed: 1. DESIGN 2. LONGITUDINAL DESIGN 3. MATERIALS 4. PRELIMINARY DESIGN 5. PRESTRESSING 6. PRESTRESSING LOSSES 7. SUBSTRUCTURE CONSIDERATIONS.
Introductory technical guidance for civil engineers, highway engineers and other professional engineers and construction managers interested in design and construction of prestressed post-tensioned box girders for bridge and highway construction. Here is what is discussed: 1. INTRODUCTION, 2. CROSS SECTION PROPERTIES AND SIGN CONVENTION, 3. STRESS SUMMARIES IN A PRESTRESSED BEAM, 4. SELECTION OF PRESTRESSING FORCE FOR A GIVEN ECCENTRICITY, 5. PERMISSIBLE ECCENTRICITIES FOR A GIVEN PRESTRESSING FORCE, 6. EQUIVALENT FORCES DUE TO POST-TENSIONING AND LOAD BALANCING, 7. POST-TENSIONING IN CONTINUOUS GIRDERS, 8. TENDON PROFILES—PARABOLIC SEGMENTS.
Introductory technical guidance for civil and structural engineers and construction managers interested in prestressing losses with post-tensioning of highway box girders. Here is what is discussed: 1. PRESTRESSING LOSSES 2. TIME-DEPENDENT LOSSES.
Introductory technical guidance for civil and structural engineers and construction managers interested in materials for post-tensioned box girders for highway and bridge structures. Here is what is discussed: 1. CONCRETE 2. PRESTRESSING STRANDS 3. REINFORCING STEEL.
Introductory technical guidance for civil engineers, structural engineers, highway engineers and other professional engineers and construction managers interested in design and construction of post-tensioned highway box girders. Here is what is discussed: 1. INTRODUCTION, 2. TYPICAL SUPERSTRUCTURE CROSS SECTIONS, 3. LONGITUDINAL POST-TENSIONING LAYOUTS, 4. LOSS OF PRESTRESSING FORCE, 5. POST-TENSIONING SYSTEM HARDWARE, 6. OVERVIEW OF CONSTRUCTION.
Introductory technical guidance for civil and structural engineers and construction managers interested post-tensioned box girders design for highway and bridge structures. Here is what is discussed: 1. INTRODUCTION 2. TYPICAL SUPERSTRUCTURE CROSS SECTIONS 3. LONGITUDINAL POST-TENSIONING LAYOUTS 4. LOSS OF PRESTRESSING FORCE 5. POST-TENSIONING SYSTEM HARDWARE 6. OVERVIEW OF CONSTRUCTION.
Introductory technical guidance for civil and structural engineers interested in design of post-tensioned highway box girders. Here is what is discussed: 1. INTRODUCTION 2. ESTABLISH BRIDGE LAYOUT 3. CROSS SECTION SELECTION 4. LONGITUDINAL ANALYSIS 5. BENDING MOMENTS 6. REQUIRED PRESTRESSING FORCE AFTER LOSSES 7. PRESTRESSING LOSSES AND TENDON SIZING FOR FINAL DESIGN (PJACK) 8. SERVICE LIMIT STATE STRESS VERIFICATIONS. 9. OPTIMIZING THE POST-TENSIONING LAYOUT.