INTRODUCTION Design reference materials illustrating applications of the retaining walls. Other design aids are presented for crack code requirements may be found in the following docu- control; and development of reinforcement and lap splices. ments. The design aids listed may be obtained from the spo ""Reinforcement Anchorages and Splices, "Concrete Rein- forcing Steel Institute, Schaumberg, IL, 4th Edition, 1997 Design aids: 100 pp(Provides accepted practices in splicing reinforce- ment. The use of lap splices, mechanical splices, and welded "ACI Design Handbook, "ACI Committee 340, Publica- splices are described. Design data are presented for develop- tion SP-17(97), American Concrete Institute, Farmington ment and lap splicing of reinforcement. Hills: ML, 1997, 482 pp. (Provides tables and charts for de sign of eccentrically loaded columns by the Strength Design Structural Welded Wire Reinforcement Manual of Stan- Method. Provides design aids for use in the engineering de- dard practice Wire Reinforcement Institute, Hartford, CT, sign and analysis of reinforced concrete slab systems carry- 6th Edition, Apr. 2001, 38 pp. Describes welded wire reinforce- ing loads by two-way action. Design aids are also provided ment material, gives nomenclature and wire size and weight ta- for the selection of slab thickness and for reinforcement bles. Lists specifications and properties and manufacturing quired to control deformation and assure adequate shear and limitations. Book has latest code requirements as code affects flexural strengths. welded wire. Also gives development length and splice length tables. Manual contains customary units and soft metric units. ""ACI Detailing Manual--2004, ACI Committee 315, Publication SP-66(04), American Concrete Institute, Farm-"Structural Welded wire Reinforcement Detailing Manual, ington Hills, Ml, 2004, 212 pp. (Includes the standard, ACI Wire Reinforcement Institute, Hartford, CT, 1994, 252 pp (Up- 315-99, and report, ACI 315R-04. Provides recommended dated with current technical fact sheets inserted. )The manual, in methods and standards for preparing engineering drawings, addition to including ACI 318 provisions and design aids, also in- einforcing steel in cludes: detailing gui reinforcement i forced concrete structures. Separate sections define responsibil- way and two-way slabs; precast/prestressed concrete compo- ities of both engineer and reinforcing bar detailer) nents; columns and beams; cast-in-place walls; and slabs-on- ground. In addition, there are tables to compare areas and spac "Guide to Durable Concrete(ACI 201.2R-92), Ac ings of high-strength welded wire with conventional reinforcing Committee 201, American Concrete Institute, Farmington lls, MI, 1992, 41 pp ( Describes specific types of concrete Strength Design of Reinforced Concrete Columns, deterioration. It contains a discussion of the mechanisms in- Portland Cement Association, Skokie, IL, 1978, 48 pp (Pro- volved in deterioration and the recommended requirements vides design tables of column strength in terms of load for individual components of the concrete, quality consider- kips versus moment in ft-kips for concrete strength of 5000 ations for concrete mixtures, construction procedures, and psi and Grade 60 reinforcement. Design examples are in- influences of the exposure environment Section R4. 4.1 dis- cluded. Note that the pCa design tables do not include the cusses the difference in chloride-ion limits between ACI strength reduction factor in the tabulated values; Mu/ and 201.2R-92 and the code.) Pu/o must be used when designing with this aid "Guide for the Design of Durable Parking Structures "PCI Design Handbook--Precast and Prestressed Con (362.1R-97Reapproved 2002)), ACI Committee 362, crete, "Precast/Prestressed Concrete Institute, Chicago, IL, American Concrete Institute, Farmington Hills, MI, 1997, 40 5th Edition, 1999, 630 pp (Provides load tables for common p. (Summarizes practical information regarding design of industry products, and procedures for design and analysis of parking structures for durability. It also includes information precast and prestressed elements and structures composed of about design issues related to parking structure construction these elements. Provides design aids and examples. nd maintenance.) Design and Typical Details of Connections for Precast "CRSI Handbook, Concrete Reinforcing Steel Institute and Prestressed Concrete, Precast/Prestressed Concrete Schaumburg, IL, 9th Edition, 2002, 648 pp ( Provides tabu- Institute, Chicago, IL,2nd pp (Up lated designs for structural elements and slab systems. De- available information on design of connections for both sign examples are provided to show the basis of and use of structural and architectural products, and presents a full spec the load tables. Tabulated designs are given for beams; trum of typical details. Provides design aids and examples. square, round and rectangular columns; one-way slabs; and one-way joist construction. The design tables for two-way " Post-Tensioning Manual, Post-Tensioning Ins slab systems include flat plates, flat slabs and waffle slabs. Phoenix, AZ, 5th Edition, 1990, 406 pp. ( Provides The chapters on foundations provide design tables for square hensive coverage of post-tensioning systems, specifications footings, pile caps, drilled piers(caissons) and cantilevered and design aid construction concepts. licene with Acl ACl 318 Building cod Licensee-Black Veatch/ oduction of networking permitted without loene from H Not for Resale. 11/28/20058 INTRODUCTION ACI 318 Building Code and Commentary Design reference materials illustrating applications of the code requirements may be found in the following docu￾ments. The design aids listed may be obtained from the spon￾soring organization. Design aids: “ACI Design Handbook,” ACI Committee 340, Publica￾tion SP-17(97), American Concrete Institute, Farmington Hills, MI, 1997, 482 pp. (Provides tables and charts for de￾sign of eccentrically loaded columns by the Strength Design Method. Provides design aids for use in the engineering de￾sign and analysis of reinforced concrete slab systems carry￾ing loads by two-way action. Design aids are also provided for the selection of slab thickness and for reinforcement re￾quired to control deformation and assure adequate shear and flexural strengths.) “ACI Detailing Manual—2004,” ACI Committee 315, Publication SP-66(04), American Concrete Institute, Farm￾ington Hills, MI, 2004, 212 pp. (Includes the standard, ACI 315-99, and report, ACI 315R-04. Provides recommended methods and standards for preparing engineering drawings, typical details, and drawings placing reinforcing steel in rein￾forced concrete structures. Separate sections define responsibil￾ities of both engineer and reinforcing bar detailer.) “Guide to Durable Concrete (ACI 201.2R-92),” ACI Committee 201, American Concrete Institute, Farmington Hills, MI, 1992, 41 pp. (Describes specific types of concrete deterioration. It contains a discussion of the mechanisms in￾volved in deterioration and the recommended requirements for individual components of the concrete, quality consider￾ations for concrete mixtures, construction procedures, and influences of the exposure environment. Section R4.4.1 dis￾cusses the difference in chloride-ion limits between ACI 201.2R-92 and the code.) “Guide for the Design of Durable Parking Structures (362.1R-97 (Reapproved 2002)),” ACI Committee 362, American Concrete Institute, Farmington Hills, MI, 1997, 40 pp. (Summarizes practical information regarding design of parking structures for durability. It also includes information about design issues related to parking structure construction and maintenance.) “CRSI Handbook,” Concrete Reinforcing Steel Institute, Schaumburg, IL, 9th Edition, 2002, 648 pp. (Provides tabu￾lated designs for structural elements and slab systems. De￾sign examples are provided to show the basis of and use of the load tables. Tabulated designs are given for beams; square, round and rectangular columns; one-way slabs; and one-way joist construction. The design tables for two-way slab systems include flat plates, flat slabs and waffle slabs. The chapters on foundations provide design tables for square footings, pile caps, drilled piers (caissons) and cantilevered retaining walls. Other design aids are presented for crack control; and development of reinforcement and lap splices.) “Reinforcement Anchorages and Splices,” Concrete Rein￾forcing Steel Institute, Schaumberg, IL, 4th Edition, 1997, 100 pp. (Provides accepted practices in splicing reinforce￾ment. The use of lap splices, mechanical splices, and welded splices are described. Design data are presented for develop￾ment and lap splicing of reinforcement.) “Structural Welded Wire Reinforcement Manual of Stan￾dard Practice,” Wire Reinforcement Institute, Hartford, CT, 6th Edition, Apr. 2001, 38 pp. (Describes welded wire reinforce￾ment material, gives nomenclature and wire size and weight ta￾bles. Lists specifications and properties and manufacturing limitations. Book has latest code requirements as code affects welded wire. Also gives development length and splice length tables. Manual contains customary units and soft metric units.) “Structural Welded Wire Reinforcement Detailing Manual,” Wire Reinforcement Institute, Hartford, CT, 1994, 252 pp. (Up￾dated with current technical fact sheets inserted.) The manual, in addition to including ACI 318 provisions and design aids, also in￾cludes: detailing guidance on welded wire reinforcement in one￾way and two-way slabs; precast/prestressed concrete compo￾nents; columns and beams; cast-in-place walls; and slabs-on￾ground. In addition, there are tables to compare areas and spac￾ings of high-strength welded wire with conventional reinforcing. “Strength Design of Reinforced Concrete Columns,” Portland Cement Association, Skokie, IL, 1978, 48 pp. (Pro￾vides design tables of column strength in terms of load in kips versus moment in ft-kips for concrete strength of 5000 psi and Grade 60 reinforcement. Design examples are in￾cluded. Note that the PCA design tables do not include the strength reduction factor φ in the tabulated values; Mu /φ and Pu /φ must be used when designing with this aid. “PCI Design Handbook—Precast and Prestressed Con￾crete,” Precast/Prestressed Concrete Institute, Chicago, IL, 5th Edition, 1999, 630 pp. (Provides load tables for common industry products, and procedures for design and analysis of precast and prestressed elements and structures composed of these elements. Provides design aids and examples.) “Design and Typical Details of Connections for Precast and Prestressed Concrete,” Precast/Prestressed Concrete Institute, Chicago, IL, 2nd Edition, 1988, 270 pp. (Updates available information on design of connections for both structural and architectural products, and presents a full spec￾trum of typical details. Provides design aids and examples.) “Post-Tensioning Manual,” Post-Tensioning Institute, Phoenix, AZ, 5th Edition, 1990, 406 pp. (Provides compre￾hensive coverage of post-tensioning systems, specifications, and design aid construction concepts.) Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Black & Veatch/5910842100 No reproduction or networking permitted without license from IHS Not for Resale, 11/28/2005 18:20:15 MST --`,,`,````````,,`,,`,,``,`,,,`-`-`,,`,,`,`,,`---