After removal of concrete, steel bars are cleaned and carefully inspected to find out whether they are capable of performing their designed function. Please contact our Customer Service team on Email: sales@saiglobal.comPhone: 131 242 (Within Australia) +61 2 8206 6010 (Outside Australia). Contents:Pre-Tensioning and Post-Tensioning in Prestressed Concrete DesignPre-Tensioning in Damaged and lose concrete is removed around steel bars. In addition, errors in the original published standard and commentary have been corrected and included in this amendment. Soil-structure interaction is an area of major importance in geotechnical engineering and geomechanics Advanced Geotechnical Engineering: Soil-Structure Interaction using Computer and Material Models covers computer and analytical methods for a number of geotechnical problems. PDF DETAILING CONCRETE MASONRY FIRE WALLS National Concrete Masonry Association, 2010. 1.3 Approval of special systems of design or construction Carbon fiber or equivalent systems are available to supplement the reinforcement in prestressed, post-tensioned, and mild steel reinforced structures. General 1. Calculations-Cylinder Internal Pressure Material: SA-516 K02700 Grd 70 Plate Design pressure P = 220 psi Design temperature T = 720 F Radiography = Spot Joint eff.circ str. Basic Civil Engineering by S.S.Bhavikatti - civilenggforall. Effective Use of Space Swimmer Bars in Reinforced Concrete Flat Slabs . For a quote, contact our Online Library team by emailingonlinelibrary@standards.govt.nz. Thereafter, ZAR. Fifth edition 2018. Invalid username/password. All persons required to use fall arrest systems will receive formal training in Fourth edition 2009. MP 13 first published 1957. DKK Second edition AS 1481-1978. The strands are protected against corrosion by the sheathing, corrosion-inhibiting material, or combination thereof. If you would like to add additional copies of this product please adjust the quantity in the cart. Underwriters Laboratory, 2004; Control Joints for Concrete Masonry WallsEmpirical Method, NCMA TEK 10-2C. Reading time: 1 minuteThe prestressed concrete design of a structure is influenced by either of the two processes, pre-tensioning, and post-tensioning. AS 3600:2018 | Concrete Structures, Steel & Tendons | SAI Global ( m ) Between GRMS inspections, the PTLF may be used as an additional analytical tool to assist fully qualified 213.7 individuals in determining compliance with the crosstie and fastener requirements of 213.109 and 213.127 . Jason Tsao. Sorry, preview is currently unavailable. 4.4 Fire resistance ratings for beams. india-national-building-code-nbc-2016-vol-2.pdf. Second edition 1973. More information AS A26 first published 1934. To learn more, view ourPrivacy Policy. Download Free PDF. We could not add this standard to your Watchlist. Piping stress analysis is a discipline which is highly interrelated with piping layout (Chap. AS CA2-1973 revised and redesignated AS 1480-1974. Building Code Requirements and Specification Chapter 3Referenced Standards. This document published by ACI 530 committee, provides the minimum design requirements for masonry . NOK CNY Building Construction Handbook 10thEd. You have already added this standard to your Watchlist. MIGUEL FRANKLIN. Uses simplified constitutive models such as linear and nonlinear elastic for resistance-displacement response in 1-D problems Uses advanced constitutive models such as elasticplastic, continued yield plasticity and DSC for microstructural changes leading to microcracking, failure and liquefaction Delves into the FE and FD methods for problems that are idealized as two-dimensional (2-D) and three-dimensional (3-D) Covers the application for 3-D FE methods and an approximate procedure called multicomponent methods Includes the application to a number of problems such as dams , slopes, piles, retaining (reinforced earth) structures, tunnels, pavements, seepage, consolidation, involving field measurements, shake table, and centrifuge tests Discusses the effect of interface response on the behavior of geotechnical systems and liquefaction (considered as a microstructural instability) This text is useful to practitioners, students, teachers, and researchers who have backgrounds in geotechnical, structural engineering, and basic mechanics courses. Table of Contents. 43 No. MP 13 first published 1957. Construction and Building Materials | Vol Download. Second edition 1973. Concrete Please contact our Customer Service team.Please contact our Customer Service team on Email: sales@saiglobal.com Phone: 131 242 (Within Australia). Third edition 1963. 5)UM_H*.JC\43yZh5[&7/2:HI 0xA=8w.PF5],2Uei.n`0J3zN5}L[E]T +-`j`n%r1`e%sEOiMmZzIj/Pl!9EF+o$^Y#bw!U$91dMRronYLchJw4qM1u_FF.hj#vuoj?1b=nlgOj0mFQ:<>9g*M The discussion is heavily weighted to the stress analysis of piping systems in nuclear power plants, since this type of piping has the most stringent requirements. This Standard has been added successfully to your Watchlist. Tests for Fire Resistance of Building Joint Systems, UL 2079. NZS 3101.1:2006 and NZS 3101.2:2006 Concrete structures standard, Part 1: The design of concrete structures, 1.1.3 Materials and workmanship requirements, 2.2.2 Design for strength and serviceability, 2.2.3 Design for robustness, durability and fire resistance, 2.3 Design for strength and stability at the ultimate limit state, 2.5.2 Fatigue (serviceability limit state), 2.6 Additional design requirements for earthquake effects, 2.6.6 Additional requirements for nominally ductile structures, 2.6.7 Additional requirements for ductile frames and limited ductile moment resisting frames, 2.6.9 Structures incorporating mechanical energy dissipating devices, 3.2.4 Design for particular environmental conditions, 3.4.2 Environmental exposure classification, 3.5 Requirements for aggressive soil and groundwater exposure classification XA, 3.7 Additional requirements for concrete exposure classification C, 3.7.1 Supplementary cementitious materials, 3.7.2 Water/binder ratio and binder content, 3.8 Requirements for concrete for exposure classification U, 3.9 Finishing, strength and curing requirements for abrasion, 3.10 Requirements for freezing and thawing, 3.11 Requirements for concrete cover to reinforcing steel and tendons, 3.11.2 Cover of reinforcement for concrete placement, 3.12 Chloride based life prediction models and durability enhancement measures, 3.12.2 Other durability enhancing measures, 3.13 Protection of cast-in fixings and fastenings, 3.14 Restrictions on chemical content in concrete, 3.14.1 Restriction on chloride ion content for corrosion protection, 4.3.2 General rules for the interpretation of tabular data and charts, 4.3.3 Increase in axis distance for prestressing tendons, 4.3.6 Increasing FRRs by the addition of insulating materials, 4.4.1 Structural adequacy for beams incorporated in roof or floor systems, 4.4.2 Structural adequacy for beams exposed to fire on all sides, 4.6.1 Insulation and integrity for columns, 4.7.3 Chases and recesses for services in walls, 4.8 External walls or wall panels that could collapse inward or outward due to fire, 4.9 Increase of fire resistance periods by use of insulating materials, 4.9.4 Reinforcement in sprayed or trowelled insulating materials, 4.10 Fire resistance rating by calculation, 5.2.5 Modulus of rupture for calculation of deflections, 5.3.1 Use of plain and deformed reinforcement, 5.5 Properties of steel fibre reinforced concrete, 6.2.2 Interpretation of the results of analysis, 6.2.4 Vertical loads on continuous beams, frames and floor systems, 6.2.5 Slabs where critical actions arise from individual wheel loads, 6.3.4 Critical sections for negative moments, 6.3.6 Secondary bending moments and shears resulting from prestress, 6.3.7 Moment redistribution in reinforced concrete for ultimate limit state, 6.7 Simplified methods of flexural analysis, 6.7.2 Simplified method for reinforced continuous beams and one-way slabs, 6.7.3 Simplified method for reinforced two-way slabs supported on four sides, 6.7.4 Simplified method for reinforced two-way slab systems having multiple spans, 6.8 Calculation of deflection of beams and slabs for serviceability limit state, 6.8.2 Deflection calculation with a rational model, 6.8.3 Calculation of deflection by empirical model, 6.8.4 Calculation of deflection prestressed concrete, 6.9 Additional requirements for earthquake effects, 7 FLEXURE, SHEAR, TORSION AND ELONGATION OF MEMBERS, 7.4 Flexural strength of members with shear and with or without axial load, 7.4.2 General design assumptions for flexural strength, 7.5.4 Nominal shear strength provided by the concrete, Vc, 7.5.5 Nominal shear strength provided by the shear reinforcement, 7.5.7 Location and anchorage of reinforcement, 7.5.8 Design yield strength of shear reinforcement, 7.5.9 Alternative methods for determining shear strength, 7.5.10 Minimum area of shear reinforcement, 7.6 Torsional strength of members with flexure and shear with and without axial loads, 7.6.2 Reinforcement for compatibility torsion, 7.6.4 Design of reinforcement for torsion required for equilibrium, 7.6.5 Interaction between flexure and torsion, 7.7.5 Maximum shear stress for shear friction, 7.7.6 Design yield strength of shear-friction reinforcement, 7.7.7 Reinforcement for net tension across shear plane, 7.7.9 Concrete placed against previously hardened concrete, 7.7.10 Concrete placed against as-rolled structural steel, 7.8.1 Elongation in reinforced concrete members and interaction of structural elements, 7.8.2 Magnitude of elongation in plastic regions for the ultimate limit state, 7.8.3 Magnitude of elongation in plastic regions for the maximum considered earthquake, 7.8.4 Magnitude of elongation in plastic regions for the serviceability limit state, 8 STRESS DEVELOPMENT, DETAILING AND SPLICING OF REINFORCEMENT AND TENDONS, 8.3.1 Clear distance between parallel bars, 8.3.3 Placement of parallel bars in layers, 8.3.5 Spacing of principal reinforcement in walls and slabs, 8.3.6 Spacing of outer bars in bridge decks or abutment walls, 8.3.7 Spacing between longitudinal bars in compression members, 8.3.9 Spacing between pretensioning reinforcement, 8.3.10 Bundles of ducts for post-tensioned steel, 8.5.2 In-line quenched and tempered steel bars, 8.6.1 Development of reinforcement General, 8.6.2 Development of shear and torsion reinforcement, 8.6.3 Development length of deformed bars and deformed wire in tension, 8.6.4 Development length of plain bars and plain wire in tension, 8.6.5 Development length of deformed bars and deformed wire in compression, 8.6.6 Development length of plain bars and plain wires in compression, 8.6.8 Development of welded plain and deformed wire fabric in tension, 8.6.12 Development of flexural reinforcement, 8.6.13 Development of positive moment reinforcement in tension, 8.6.14 Development of negative moment reinforcement in tension, 8.7.2 Lap splices of bars and wire in tension, 8.7.3 Lap splices of bars and wires in compression, 8.7.6 Splices of welded plain or deformed wire fabric, 8.8 Shrinkage and temperature reinforcement, 8.9 Additional design requirements for structures designed for earthquake effects, 9 DESIGN OF REINFORCED CONCRETE BEAMS AND ONE-WAY SLABS FOR STRENGTH, SERVICEABILITY AND DUCTILITY, 9.3 General principles and design requirements for beams and one-way slabs, 9.3.2 Strength of beams and one-way slabs in bending, 9.3.5 Distance between lateral supports of beams, 9.3.8 Longitudinal reinforcement in beams and one-way slabs, 9.3.9 Transverse reinforcement in beams and one-way slabs, 9.4 Additional design requirements for members designed for ductility inearthquakes, 9.4.3 Longitudinal reinforcement in beams containing ductile or limited ductile plastic regions, 9.4.4 Transverse reinforcement in beams of ductile structures, 9.4.5 Buckling restraint of longitudinal bars in potential ductile and limited ductile plastic regions, 10 DESIGN OF REINFORCED CONCRETE COLUMNS AND PIERS FOR STRENGTH AND DUCTILITY, 10.3 General principles and design requirements for columns, 10.3.1 Strength calculations at the ultimate limit state, 10.3.3 Design cross-sectional dimensions for columns, 10.3.4 Strength of columns in bending with axial force, 10.3.5 Transmission of axial force through floor systems, 10.3.6 Perimeter columns to be tied into floors, 10.3.7 Strength of columns in torsion, shear and flexure, 10.3.8 Longitudinal reinforcement in columns, 10.3.9 Splices of longitudinal reinforcement, 10.3.10 Transverse reinforcement in columns, 10.4 Additional design requirements for members designed for ductility in earthquakes, 10.4.1 Strength calculations at the ultimate limit state, 10.4.2 Protection of columns at the ultimate limit state, 10.4.4 Limit for design axial force on columns, 10.4.6 Longitudinal reinforcement in columns, 10.4.7 Transverse reinforcement in columns, 11 DESIGN OF STRUCTURAL WALLS FOR STRENGTH, SERVICEABILITY AND DUCTILITY, 11.2.2 Requirements determined by curvature ductility, 11.3 General principles and design requirements for structural walls, 11.3.3 Maximum wall thickness for singly reinforced walls, 11.3.5 Simplified stability assessment for slender singly reinforced walls, 11.3.6 Simplified stability assessment for doubly reinforced concrete walls, 11.3.8 Minimum thickness for compression flanges of walls, 11.4 Additional design requirements for members designed for ductility in earthquakes, 11.4.1 General seismic design requirements, 11.4.8 Special splice and anchorage requirements, 12 DESIGN OF REINFORCED CONCRETE TWO-WAY SLABS FOR STRENGTH AND SERVICEABILITY, 12.5.2 Effective area of concentrated loads, 12.5.3 Design moments from elastic thin plate theory, 12.5.4 Design moments from non-linear analysis, 12.5.5 Design moments from plastic theory, 12.7.4 Shear reinforcement consisting of bars or wires or stirrups, 12.7.5 Shear reinforcement consisting of structural steel I or channel-shaped sections andother equivalent devices, 12.7.7 Transfer of moment and shear in slab column connections, 12.8 Design of reinforced concrete bridge decks, 12.8.2 Empirical design based on assumed membrane action, 12.8.3 Design based on elastic plate bending analysis, 12.8.4 Span length of reinforced concrete bridge deck slabs, 13.3 General principles and design requirements, 13.3.7 Diaphragms incorporating precast concrete elements, 13.3.8 Reinforcement detailing for elastically responding diaphragms, 13.4 Additional design requirements for elements designed for ductility in earthquakes, 13.4.1 Design forces for designed to dissipate energy diaphragms, 13.4.3 Diaphragms incorporating precast concrete elements, 14.3.1 Serviceability and ultimate limit state design, 14.3.5 Development of reinforcement in footings, 14.4 Additional design requirements for members designed for ductility inearthquakes, 15.3 General principles and design requirements for beam-column joints, 15.3.4 Maximum horizontal joint shear force, 15.3.5 Design principles, mechanisms of shear resistance, 15.3.6 Horizontal joint shear reinforcement, 15.3.7 Vertical joint shear reinforcement, 15.4 Additional design requirements for beam-column joints with ductile, includinglimited ductile, members adjacent to the joint, 15.4.4 Horizontal joint shear reinforcement, 15.4.5 Vertical joint shear reinforcement, 15.4.6 Joints with wide columns and narrow beams, 15.4.8 Maximum diameter of longitudinal beam bars passing through joints, 15.4.9 Maximum diameter of column bars passing through joint, 16 BEARING STRENGTH, BRACKETS AND CORBELS, 16.4.2 Design actions and limiting dimensions for a corbel, 16.5 Empirical design of corbels or brackets, 16.5.2 Design actions at the critical section, 16.5.6 Reinforcement for axial tension force, 16.6 Design requirement by strut and tie method, 16.7 Design requirements for beams supporting corbels or brackets, 16.8 Design requirements for ledges supporting precast units, 16.8.1 The ledge support of precast floor units, 17 EMBEDDED ITEMS, ANCHORS AND SECONDARY STRUCTURAL ELEMENTS, 17.5.5 Strength of anchors by calculation, 17.5.7 Lower characteristic strength of anchor in tension, 17.5.8 Lower characteristic strength of anchor in shear, 17.6 Additional design requirements for anchors designed for earthquake effects, 17.6.2 Anchors designed for seismic separation, 17.6.3 Anchors stronger than the overstrength capacity of the attachment, 17.6.4 Anchors designed to remain elastic, 18 PRECAST CONCRETE AND COMPOSITE CONCRETE FLEXURAL MEMBERS, 18.2.2 Composite concrete flexural members defined, 18.2.3 Composite concrete and structural steel not covered, 18.2.4 Section 18 in addition to other provisions of this Standard, 18.3.1 Design to consider all loading and restraint conditions, 18.3.2 Include forces and deformations at connections, 18.3.3 Consider serviceability and ultimate limit states, 18.3.5 Effects to be taken into consideration, 18.4 Distribution of forces among members, 18.4.1 Forces perpendicular to the axis of the member, 18.5.2 Composite concrete flexural members, 18.5.3 Shear resisted by composite and non-composite sections, 18.5.4 Longitudinal shear in composite members, 18.6.1 Load path to lateral force-resisting systems, 18.6.7 Deformation compatibility of precast flooring systems, 18.7.1 Transfer of forces between members, 18.7.3 Connections using different materials, 18.7.4 Floor or roof members supported by bearing on a seating, 18.7.5 Development of positive moment reinforcement, 18.8 Additional requirements for ductile structures designed for earthquake effects, 18.8.1 Seating requirements for ductile structures, 18.8.2 Detailing requirements for support of rib and infill floors, 18.8.3 Composite concrete flexural members, 18.8.4 Broad categories of precast concrete seismic systems, 19.2.2 Other provisions for prestressed concrete, 19.3.2 Classification of prestressed members and sections, 19.3.3 Serviceability limit state requirements flexural members, 19.3.5 Ultimate limit state design requirements, 19.3.6 Flexural strength of beams and slabs, 19.3.7 Compression members combined flexure and axial loads, 19.3.8 Statically indeterminate structures, 19.3.9 Redistribution of design moments for ultimate limit state, 19.3.13 Anchorage zones for post-tensioned tendons, 19.3.15 Corrosion protection for unbonded tendons, 19.3.17 Post-tensioning anchorages and couplers, 19.4 Additional design requirements for earthquake actions, 19.4.5 Prestressed moment resisting frames, APPENDIX B SPECIAL PROVISIONS FOR THE SEISMIC DESIGN OF DUCTILE JOINTED PRECAST CONCRETE STRUCTURAL SYSTEMS, B8 System displacement compatibility issues, APPENDIX D METHODS FOR THE EVALUATION OF ACTIONS IN DUCTILE AND LIMITED DUCTILE MULTI-STOREY FRAMES AND WALLS, D5 Wall-frame structures Ductile and limited ductile, Part 2: Commentary on the design of concrete structures, C2.2.3 Design for robustness, durability and fire resistance, C2.3 Design for strength and stability at the ultimate limit state, C2.5.2 Fatigue (serviceability limit state), C2.6 Additional design requirements for earthquake effects, C2.6.6 Additional requirements for nominally ductile structures, C2.6.7 Additional requirements for ductile and limited ductile moment resisting frames, C2.6.9 Structures incorporating mechanical energy dissipating devices, C3.2.4 Design for particular environmental conditions, C3.5 Requirements for aggressive soil and groundwater exposure classification XA, C3.6 Minimum concrete curing requirements, C3.7 Additional requirements for concrete for exposure classification C, C3.7.1 Supplementary cementitious materials, C3.7.2 Water/binder ratio and binder content, C3.8 Requirements for concrete for exposure classification U, C3.9 Finishing, strength and curing requirements for abrasion, C3.10 Requirements for freezing and thawing, C3.11 Requirements for concrete cover to reinforcing steel and tendons, C3.11.2 Cover of reinforcement for concrete placement, C3.12 Chloride based life prediction models and durability enhancement measures, C3.12.1 The use of life prediction models, C3.12.2 Other durability enhancing measures, C3.13 Protection of cast-in fixings and fastenings, C3.14 Restrictions on chemical content in concrete, C3.14.1 Restriction on chloride ion for corrosion protection, C4.3.2 General rules for the interpretation of tabular data and charts, C4.3.3 Increase in axis distance for prestressing tendons, C4.8 External walls or wall panels that could collapse inward or outward due to fire, C4.10 Fire resistance rating by calculation, C5.2.5 Modulus of rupture for calculation of deflections, C5.3.1 Use of plain and deformed reinforcement, C5.5 Properties of steel fibre reinforced concrete, APPENDIX A TO C5 DESIGN PROPERTIES OF MATERIALS, C5A TEST AND DESIGN METHODS FOR STEEL FIBRE REINFORCED CONCRETE SUBJECTED TO MONOTONIC LOADING, C5.A5 Design at serviceability limit states, C5.A7 Derivation of stresses in s e diagram test, C6.2.2 Interpretation of the results of analysis, C6.2.4 Vertical loads on continuous beams, frames and floor systems, C6.3.6 Secondary bending moments and shears resulting from prestress, C6.3.7 Moment redistribution in reinforced concrete for ultimate limit state, C6.3.8 Idealised frame method of analysis, C6.7 Simplified methods of flexural analysis, C6.7.2 Simplified method for reinforced continuous beams and one-way slabs, C6.7.3 Simplified method for reinforced two-way slabs supported on four sides, C6.7.4 Simplified method for reinforced two-way slab systems having multiple spans, C6.8 Calculation of deflection of beams and slabs for serviceability limit state, C6.8.2 Deflection calculation with a rational model, C6.8.3 Calculation of deflection by empirical method, C6.8.4 Calculation of deflection prestressed concrete, C7 FLEXURE, SHEAR, TORSION AND ELONGATION OF MEMBERS, C7.4 Flexural strength of members with shear and with or without axial load, C7.4.2 General design assumptions for flexural strength, C7.5.2 Maximum nominal shear stress, vmax, C7.5.4 Nominal shear strength provided by the concrete, Vc, C7.5.5 Nominal shear strength provided by the shear reinforcement, C7.5.7 Location and anchorage of reinforcement, C7.5.8 Design yield strength of shear reinforcement, C7.5.9 Alternative methods for determining shear strength, C7.5.10 Minimum area of shear reinforcement, C7.6 Torsional strength of members with flexure and shear with and without axial loads, C7.6.2 Reinforcement for compatibility torsion, C7.6.4 Design of reinforcement for torsion required for equilibrium, C7.6.5 Interaction between flexure and torsion, C7.7.5 Maximum shear stress for shear friction, C7.7.10 Concrete placed against as-rolled structural steel, C8 STRESS DEVELOPMENT, DETAILING AND SPLICING OF REINFORCEMENT AND TENDONS, C8.3.1 Clear distance between parallel bars, C8.3.5 Spacing of principal reinforcement in walls and slabs, C8.3.6 Spacing of outer bars in bridge decks or abutment walls, C8.3.7 Spacing between longitudinal bars in compression members, C8.3.9 Spacing between pretensioning reinforcement, C8.3.10 Bundles of ducts for post-tensioned steel, C8.5.1 Compliance with AS/NZS 1554: Part 3, C8.5.2 In-line quenched and tempered steel bars, C8.6.1 Development of reinforcement General, C8.6.3 Development length of deformed bars and deformed wire in tension, C8.6.4 Development length of plain bars and plain wire in tension, C8.6.5 Development length of deformed bars and deformed wire in compression, C8.6.8 Development of welded plain and deformed wire fabric in tension, C8.6.9 Development of prestressing strand, C8.6.12 Development of flexural reinforcement, C8.6.13 Development of positive moment reinforcement in tension, C8.6.14 Development of negative moment reinforcement in tension, C8.7.2 Lap splices of bars and wire in tension, C8.7.3 Lap splices of bars and wires in compression, C8.7.4 Welded splices and mechanical connections, C8.7.6 Splices of welded plain or deformed wire fabric, C8.8 Shrinkage and temperature reinforcement, C8.9 Additional design requirements for structures designed for earthquake effects, C9 DESIGN OF REINFORCED CONCRETE BEAMS AND ONE-WAY SLABS FORSTRENGTH, SERVICEABILITY AND DUCTILITY, C9.3 General principles and design requirements for beams and one-way slabs, C9.3.5 Distance between lateral supports of beams, C9.3.8 Longitudinal reinforcement in beams and one-way slabs, C9.3.9 Transverse reinforcement in beams and one-way slabs, C9.3.10 Special provisions for deep beams, C9.4 Additional design requirements for structures designed for earthquake effects, C9.4.3 Longitudinal reinforcement in beams of ductile structures, C9.4.4 Transverse reinforcement in beams of ductile structures, C9.4.5 Buckling restraint of longitudinal bars in potential ductile and limited ductile plastic regions, C10 DESIGN OF REINFORCED CONCRETE COLUMNS AND PIERS FOR STRENGTH AND DUCTILITY, C10.3 General principles and design requirements for columns, C10.3.1 Strength calculations at the ultimate limit state, C10.3.3 Design cross-sectional dimensions for columns, C10.3.5 Transmission of axial force through floor systems, C10.3.6 Perimeter columns to be tied into floors, C10.3.8 Longitudinal reinforcement in columns, C10.3.10 Transverse reinforcement in columns, C10.4 Additional design requirements for structures designed for earthquake effects, C10.4.2 Protection of columns at the ultimate limit state, C10.4.4 Limit for design axial force on columns, C10.4.6 Longitudinal reinforcement in columns, C10.4.7 Transverse reinforcement in columns, C11 DESIGN OF STRUCTURAL WALLS FOR STRENGTH, SERVICEABILITY AND DUCTILITY, C11.3 General principles and design requirements for structural walls, C11.3.8 Minimum thickness for compression flanges of walls, C11.4 Additional design requirements for members designed for ductility in earthquakes, C11.4.1 General seismic design requirements, C11.4.8 Special splice and anchorage requirements, C12 DESIGN OF REINFORCED CONCRETE TWO-WAY SLABS FOR STRENGTH AND SERVICEABILITY, C12.5.2 Effective area of concentrated loads, C12.5.3 Design moments from elastic thin plate theory, C12.5.4 Design moments from non-linear analysis, C12.5.5 Design moments from plastic theory, C12.7.7 Transfer of moment and shear in slab column connections, C12.8 Design of reinforced concrete bridge decks, C13.3 General principles and design requirements, C13.3.7 Diaphragms incorporating precast concrete elements, C13.3.10 Reinforcement near plastic hinges in beams, C13.4 Additional design requirements for elements designed for ductility in earthquakes, C13.4.3 Diaphragms incorporating precast concrete elements, C14.3 General principles and requirements, C14.4 Additional design requirements for structures designed for earthquake effects, C15.3 General principles and design requirements for beam-column joints, C15.3.4 Maximum horizontal joint shear force, C15.3.5 Design principles, mechanisms on shear resistance, C15.3.6 Horizontal joint shear reinforcement, C15.3.7 Vertical joint shear reinforcement, C15.4 Additional design requirements for beam-column joints with ductile, includinglimited ductile, members adjacent to the joint, C15.4.4 Horizontal joint shear reinforcement, C15.4.5 Vertical joint shear reinforcement, C15.4.6 Joints with wide columns and narrow beams, C16 BEARING STRENGTH, BRACKETS AND CORBELS, C16.4.3 Bearing area and bearing stresses, C16.5 Empirical design of corbels or brackets, C16.5.2 Design actions at the critical section, C16.5.6 Reinforcement for axial tension force, C16.6 Design requirement by strut and tie method, C16.7 Design requirements for beams supporting corbels of brackets, C16.8 Design requirements for ledges supporting precast units, C16.8.1 The ledge support of precast floor units, C17 EMBEDDED ITEMS, ANCHORS AND SECONDARY STRUCTURAL ELEMENTS, C17.5.5 Strength of anchors by calculation, C17.6 Additional design requirements for anchors designed for earthquake effects, C17.6.2 Anchors designed for seismic separation, C17.6.3 Anchors stronger than the overstrength capacity of the attachment, C17.6.4 Anchors designed to remain elastic, C18 PRECAST CONCRETE AND COMPOSITE CONCRETE FLEXURAL MEMBERS, C18.2.2 Composite concrete flexural members defined, C18.2.3 Composite concrete and structural steel not covered, C18.2.4 Section 18 in addition to other provisions of this Standard, C18.3.1 Design to consider all loading and restraint conditions, C18.3.2 Include forces and deformations at connections, C18.4 Distribution of forces among members, C18.4.1 Forces perpendicular to the axis of members, C18.5.1 Prestressed slabs and wall panels, C18.5.2 Composite concrete flexural members, C18.5.4 Longitudinal shear in composite members, C18.6 Structural integrity and robustness, C18.6.1 Load path to lateral force-resisting systems, C18.6.7 Deformation compatibility of precast flooring systems, C18.7.1 Transfer of forces between members, C18.7.3 Connections using different materials, C18.7.4 Floor or roof members supported by bearing on a seating, C18.7.5 Development of positive moment reinforcement, C18.8 Additional requirements for ductile structures designed for earthquake effects, C18.8.1 Seating requirements for ductile structures, C18.8.4 Broad categories of precast concrete seismic systems, C19.2.2 Other provisions for prestressed concrete, C19.3 General principles and requirements, C19.3.2 Classification of prestressed members and sections, C19.3.3 Serviceability limit state requirements flexural members, C19.3.6 Flexural strength of beams and slabs, C19.3.9 Redistribution of design moments for ultimate limit state, C19.3.13 Anchorage zones for post-tensioned tendons, C19.3.15 Corrosion protection for unbonded tendons, C19.3.17 Post-tensioning anchorages and couplers, C19.4 Additional design requirements for earthquake actions, C19.4.5 Prestressed moment resisting frames, APPENDIX CB SPECIAL PROVISIONS FOR THE SEISMIC DESIGN OF DUCTILE JOINTED PRECAST CONCRETE STRUCTURAL SYSTEMS, CB8 System displacement compatibility issues, APPENDIX CD METHODS FOR THE EVALUATION OF ACTIONS IN DUCTILE AND LIMITED DUCTILE MULTI-STOREY FRAMES AND WALLS, CD5 Wall-frame structures Ductile and limited ductile, CE4 Analysis of prestressed concrete structures for creep and shrinkage.
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