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350-06 Code Requirements for Environmental Engineering Concrete Structures |
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La porción de código de este documento cubre el diseño estructural, la selección de materiales y la construcción de la ingeniería ambiental estructuras de hormigón. Estas estructuras son utilizadas para el transporte, almacenamiento o tratamiento de líquidos u otros materiales, tales como los residuos sólidos. Se incluyen las estructuras auxiliares para las presas, derrames de formas y canales. Contents: Contents Part 1 GENERAL Chatper 1 GENERAL REQUIREMENTS 1.1 Scope 1.2 Drawings and Specifications 1.2 Inspection 1.4 Approval of special systems of design or construction Chapter 2 DEFINITIONS Part 2 STANDARDS FOR TESTS AND MATERIALS Chapter 3 MATERIALS 3.0 Notation 3.1 Tests of materials 3.2 Cements 3.3 Aggregates 3.4 Water 3.5 Steel reinforcement 3.6 Admixtures 3.7 Storage of materials 3.8 Reference standards PART 3 CONSTRUCTION REQUIREMENTS CHAPTER 4 DURABILITY REQUIREMENTS 4.0 Notation 4.1 Water-Cementitious materials ratio and cementitious material content 4.2 Freezing and thawing exposures 4.3 Sulfate exposures 4.4 Corrosion protection of metals 4.5 Chemical effects 4.6 Protection against erosion 4.7 Coatings and liners 4.8 Joints CHAPTER 5 CONCRETE QUALITY MIXING AND PLACING 5.0 Notation 5.1 General 5.2 Selection of concrete proportions 5.3 Proportioning on the basis of field experience, trial mixtures or both 5.4 Average strength reduction 5.5 Evaluation and acceptance of concrete 5.6 Preparation of equipment and place of deposit 5.7 Mixing 5.8 Conveying 5.9 Depositing 5.10 Curing 5.11 Cold Weather requirements 5.12 Hot Weather requirements CHAPTER 6 FORMWORK, EMBEDDED PIPES, AND CONSTRUCTION AND MOVEMENT JOINTS 6.1 Design of formwork 6.2 Removal of forms, shores, and reshoring 6.3 Conduits and pipes embedded in concrete 6.4 Construction joints 6.5 Movement joints CHAPTER 7 DETAILS OF REINFORCEMENT 7.0 Notation 7.1 Standard hooks 7.2 Minimum bend diameters 7.3 Bending 7.4 Surface conditions of reinforcement 7.5 Placing reinforcement 7.6 Spacing limits for reinforcement 7.7 Concrete protection for reinforcement 7.8 Special reinforcement details for columns 7.9 Connections 7.10 Lateral reinforcement for compression members 7.11 Lateral reinforcement for flexural members 7.12 Shrinkage and temperature reinforcement 7.13 Requirements for structural integrity CHAPTER 8 ANALYSIS AND DESIGN-GENERAL CONSIDERATIONS 8.0 Notation 8.1 Design methods 8.2 Loading 8.3 Methods of analysis 8.4 Redistribution of negative moments in continuous flexural members 8.5 Modulus of elasticity 8.6 Stiffness 8.7 Span length 8.8 Columns 8.9 Arrangement of live load 8.10 T-Beam construction 8.11 Joist construction 8.12 Separate floor finish CHAPTER 9 STRENGTH AND SERVICEABILITY REQUIREMENTS 9.0 Notation 9.1 General 9.2 Required strength 9.3 Design strength 9.4 Design strength for reinforcement 9.5 Control of deflections CHAPTER 10 FLEXURE AND AXIAL LOADS 10.0 Notation 10.1 Scope 10.2 Design assumptions 10.3 General principles and requirements 10.4 Distance between lateral supports of flexural members 10.5 Minimum reinforcement of flexural members 10.6 Distribution of flexural reinforcement 10.7 Deep Beams 10.8 Design dimensions for compression members 10.9 Limits for reinforcement of compression members 10.10 Slenderness effects in compression members 10.11 Magnified moments-General 10.12 Magnified moments - Nonsway frames 10.13 Magnified moments - Sway frames 10.14 Axially loaded members supporting slab system 10.15 Transmission of column loads through floor system 10.16 Composite compression members 10.17 Bearing strength CHAPTER 11 SHEAR AND TORSION 11.0 Notation 11.2 Shear Strength 11.2 Lightweight concrete 11.3 Shear strength provided by concrete for nonprestressed members 11.4 Shear strength provided by concrete for prestressed members 11.5 Shear strength provided by shear reinforcement 11.6 Design for torsion 11.7 Shear friction 11.8 Deep beams 11.9 Special provisions for brackets and corbels 11.10 Special provisions for walls 11.11 Transfer of moments to columns 11.12 Special provisions for slabs and footings CHAPTER 12 DEVELOPMENT AND SPLICES OF REINFORCEMENT 12.0 Notation 12.1 Development of reinforcement - General 12.2 Development of deformed bars and deformed wire in tension 12.3 Development of deformed bars and deformed wire in compression 12.4 Development of bundled bars 12.5 Development of standard hooks in tension 12.6 Mechanical anchorage 12.7 Development of welded deformed wire fabric in tension 12.8 Development of welded plain wire fabric in tension 12.9 Development of prestressing strand 12.10 Development of flexural reinforcement - General 12.11 Development of positive moment reinforcement 12.12 Development of negative moment reinforcement 12.13 Development of web reinforcement 12.14 Splices of reinforcement 12.15 Splices of deformed bars and deformed wire in tension 12.16 Splices of deformed bars in compression 12.17 Special splice requirements for columns 12.18 Splices of welded deformed wire fabric in tension 12.19 Splices of welde plain wire fabric in tension PART 5—STRUCTURAL SYSTEMS OR ELEMENTS CHAPTER 13—TWO-WAY SLAB SYSTEMS 13.0—Notation 13.1—Scope 13.2—Definitions 13.3—Slab reinforcement 13.4—Openings in slab systems 13.5—Design procedures 13.6—Direct design method 13.7—Equivalent frame method CHAPTER 14—WALLS 14.0—Notation 14.5—Empirical design method 14.1—Scope 14.6—Minimum wall thickness 14.2—General 14.7—Walls as grade beams 14.3—Minimum reinforcement 14.8—Alternative design of slender walls 14.4—Walls designed as compression members CHAPTER15—FOOTINGS 15.0—Notation 15.1—Scope 15.2—Loads and reactions 15.3—Footings supporting circular or regular polygonor reinforced pedestalshaped columns or pedestals 15.4—Moment in footings 15.5—Shear in footings 15.6—Development of reinforcement in footings 15.7—Minimum footing depth 15.8—Transfer of force at base of column, wall, 15.9—Sloped or stepped footings 15.10—Combined footings and mats 16.0—Notation 16.1—Scope 16.2—General 16.3—Distribution of forces among members 16.4—Member design 16.5—Structural integrity 16.6—Connection and bearing design 16.7—Items embedded after concrete placement 16.8—Marking and identification 16.9—Handling 16.10—Strength evaluation of precast construction CHAPTER 17—COMPOSITE CONCRETE FLEXURALMEMBERS 17.0—Notation 17.1—Scope 17.2—General 17.3—Shoring 17.4—Vertical shear strength 17.5—Horizontal shear strength 17.6—Ties for horizontal shear CHAPTER 18—PRESTRESSED CONCRETE 18.0—Notation 18.1—Scope 18.2—General 18.3—Design assumptions single 5/8 in. diameter bar tendons 18.4—Serviceability requirements—Flexural members 18.5—Permissible stresses in prestressing steel 18.6—Loss of prestress prestressing tendons 18.7—Flexural strength 18.8—Limits for reinforcement of flexural members 18.9—Minimum bonded reinforcement 18.10—Statically indeterminate structures 18.11—Compression members—Combined flexure and 18.12—Slab systems 18.13—Post-tensioned tendon anchorage zones 18.14—Design of anchorage zones for monostrand or 18.15—Design of anchorage zone for multistrand tendons 18.16—Corrosion protection for unbonded single-strand 18.17—Post-tensioning ducts 18.18—Grout for bonded tendons 18.19—Protection for prestressing steel 18.20—Application and measurement of prestressing force 18.21—Post-tensioning anchorages and couplers axial loads 18.22—External post-tensioning CHAPTER 19—SHELLS AND FOLDED PLATE MEMBERS 19.0—Notation 19.3—Design strength of materials 19.1—Scope and definitions 19.4—Shell reinforcement 19.2—Analysis and design 19.5—Construction PART 6—SPECIAL CONSIDERATIONS CHAPTER 20—STRENGTH EVALUATION OF EXISTINGS TRUCTURES 20.0—Notation 20.1—Strength evaluation—General 20.2—Determination of required dimensions and material properties 20.3—Load test procedure 20.4—Loading criteria 20.5—Acceptance criteria 20.6—Provision for lower load rating 20.7—Safety CHAPTER 21—SPECIAL PROVISIONS FOR SEISMIC DESIGN 21.0—Notation 21.1—Definitions concrete 21.2—General requirements 21.3—Flexural members of special moment frames 21.4—Special moment frame members subjected to bending and axial load 21.5—Joints of special moment frames 21.6—Special moment frames constructed using precast concrete 21.7—Special reinforced concrete structural walls and coupling beams 21.8—Special structural walls constructed using precast concrete 21.9—Structural diaphragms and trusses 21.10—Foundations 21.11—Frame members not proportioned to resist forces to bending and axial load induced by earthquake motions 21.12—Requirements for intermediate moment frames 21.13—Intermediate precast structural walls precast concrete PART 7 STRUCTURAL PLAIN CONCRETE Chapter 22 not used Commentary References Appendixes Appendix A not used Appendix B Alternate provisons for reinforced and prestressed concrete flexural and compression members B.0 Notation B.1 Scope Appendix C Alternate load factors, strength reduction factors, and distribution of flexural reinforcement C.1.General Appendix D Anchoring to Concrete D.0 Notation D.1 Definitions D.2. Scope D.3 General Requirements D.4 General requirements for strength of anchors D.5 Design requirements for tensile loading D.6 Design requirements for shear loading D.7 Interaction of tensile and shear forces D.8 Required edge distances, spacings, and thicknesses to preclued splitting failure D.9 Installation of anchors Appendix E Notation Appendix F Metal Reinforcement Information Appendix G Circular Wire and Strand Wrapped Prestressed Concrete Environmental structures G.0 Notation G.1 Scope G.2 Design G.3 Materials G.4 Construction procedures Appendix H Slabs on Soil H.1 Scope H.2 Subgrade H.3 Slab thickness H.4 Reinforcement H.5 Joints H.6 Hydrostatic uplift H.7 Curing Appendix I Alternate Design Method I.0 Notation I.1. Scope I.2 General I.3 Permissable service load stresses I.4 Development and splices of reinforcement I.5 Flexure I.6 Compression members with or without flexure I.7 Shear and torsion Index Summary of Changes for 350-06 code |
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