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[ 洋図書 ] Design of reinforced concrete /

Jack C. McCormac, Russell H. Brown. -- Wiley, -- c2014. -- 9th ed., ACI 318-11 Code Ed.

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ISBN [1118129849] (hardback : acid-free paper)
ISBN13桁 9781118129845 (hardback : acid-free paper)
テキストの言語 英語                  
分類：NDC10版 511.7
個人著者標目 McCormac, Jack C.
本タイトル Design of reinforced concrete /
著者名 Jack C. McCormac, Russell H. Brown.
版表示 9th ed., ACI 318-11 Code Ed.
出版地・頒布地 Hoboken, NJ :
出版者・頒布者名 Wiley,
出版年・頒布年 c2014.
数量 xvii, 714 p. :
他の形態的事項 ill. ;
大きさ 27 cm.
書誌注記 Includes bibliographical references and index.
内容注記 Machine generated contents note: 1. Introduction -- 1.1. Concrete and reinforced concrete -- 1.2. Advantages of reinforced concrete as a structural material -- 1.3. Disadvantages of reinforced concrete as a structural material -- 1.4. Historical background -- 1.5. Comparison of reinforced concrete and structural steel for buildings and bridges -- 1.6. Compatibility of concrete and steel -- 1.7. Design codes -- 1.8. SI units and shaded areas -- 1.9. Types of Portland cement -- 1.10. Admixtures -- 1.11. Properties of concrete -- 1.12. Aggregates -- 1.13. High-strength concretes -- 1.14. Fiber-reinforced concretes -- 1.15. Concrete durability -- 1.16. Reinforcing steel -- 1.17. Grades of reinforcing steel -- 1.18. SI bar sizes and material strengths -- 1.19. Corrosive environments -- 1.20. Identifying marks on reinforcing bars -- 1.21. Introduction to loads -- 1.22. Dead loads -- 1.23. Live loads -- 1.24. Environmental loads -- 1.25. Selection of design loads -- 1.26. Calculation accuracy -- 1.27. Impact of computers on reinforced concrete design -- Problems -- 2. Flexural analysis of beams -- 2.1. Introduction -- 2.2. Cracking moment -- 2.3. Elastic stresses -- Concrete cracked -- 2.4. Ultimate or nominal flexural moments -- 2.5. SI example -- 2.6. Computer examples -- Problems -- 3. Strength analysis of beams according to ACI code -- 3.1. Design methods -- 3.2. Advantages of strength design -- 3.3. Structural safety -- 3.4. Derivation of beam expressions -- 3.5. Strains in flexural members -- 3.6. Balanced sections Tension-controlled sections and compression-controlled or brittle sections -- 3.7. Strength reduction or factors -- 3.8. Minimum percentage of steel -- 3.9. Balanced steel percentage -- 3.10. Example problems -- 3.11. Computer examples -- Problems -- 4. Design of rectangular beams and one-way slabs -- 4.1. Load factors -- 4.2. Design of rectangular beams -- 4.3. Beam design examples -- 4.4. Miscellaneous beam considerations -- 4.5. Determining steel area when beam dimensions are predetermined -- 4.6. Bundled bars -- 4.7. One-way slabs -- 4.8. Cantilever beams and continuous beams -- 4.9. SI example -- 4.1. Computer example -- Problems -- 5. Analysis and design of T beams and doubly reinforced beams -- 5.1. T beams -- 5.2. Analysis of T beams -- 5.3. Another method for analyzing T beams -- 5.4. Design of T beams -- 5.5. Design of T beams for negative moments -- 5.6. L-shaped beams -- 5.7. Compression steel -- 5.8. Design of doubly reinforced beams -- 5.9. SI examples -- 5.10. Computer examples -- Problems -- 6.Serviceability -- 6.1. Introduction -- 6.2. Importance of deflections -- 6.3. Control of deflections -- 6.4. Calculation of deflections -- 6.5. Effective moments of inertia -- 6.6. Long-term deflections -- 6.7. Simple-beam deflections -- 6.8. Continuous-beam deflections -- 6.9. Types of cracks -- 6.10. Control of flexural cracks -- 6.11. ACI Code provisions concerning cracks -- 6.12. Miscellaneous cracks -- 6.13. SI example -- 6.14. Computer example -- Problems -- 7. Bond development lengths and splices -- 7.1. Cutting off or bending bars -- 7.2. Bond stresses -- 7.3. Development lengths for tension reinforcing -- 7.4. Development lengths for bundled bars -- 7.5. Hooks -- 7.6. Development lengths for welded wire fabric in tension -- 7.7. Development lengths for compression bars -- 7.8. Critical sections for development length -- 7.9. Effect of combined shear and moment on development lengths -- 7.10. Effect of shape of moment diagram on development lengths -- 7.11. Cutting off or bending bars (continued) -- 7.12. Bar splices in flexural members -- 7.13. Tension splices -- 7.14. Compression splices -- 7.15. Headed and mechanically anchored bars -- 7.16. SI example -- 7.17. Computer example -- Problems -- 8. Shear and diagonal tension -- 8.1. Introduction -- 8.2. Shear stresses in concrete beams -- 8.3. Lightweight concrete -- 8.4. Shear strength of concrete -- 8.5. Shear cracking of reinforced concrete beams -- 8.6. Web reinforcement -- 8.7. Behavior of beams with web reinforcement -- 8.8. Design for shear -- 8.9. ACI code requirements -- 8.10. Shear design example problems -- 8.11. Economical spacing of stirrups -- 8.12. Shear friction and corbels -- 8.13. Shear strength of members subjected to axial forces -- 8.14. Shear design provisions for deep beams -- 8.15. Introductory comments on torsion -- 8.16. SI example -- 8.17. Computer example -- Problems -- 9. Introduction to columns -- 9.1.General -- 9.2. Types of columns -- 9.3. Axial load capacity of columns -- 9.4. Failure of tied and spiral columns -- 9.5. Code requirements for cast-in-place columns -- 9.6. Safety provisions for columns -- 9.7. Design formulas -- 9.8. Comments on economical column design -- 9.9. Design of axially loaded columns -- 9.10. SI example -- 9.11. Computer example -- Problems -- 10. Design of short columns subject to axial load and bending -- 10.1. Axial load and binding -- 10.2. The Plastic centroid -- 10.3. Development of Interaction diagrams -- 10.4. Use of interaction diagrams -- 10.5. Code modifications of column interaction diagrams -- 10.6. Design and analysis of eccentrically loaded columns using interaction diagrams -- 10.7. Shear in columns -- 10.8. Biaxial bending -- 10.9. Design of biaxially loaded columns -- 10.10. Continued discussion of capacity reduction factors -- 10.11. Computer example -- Problems -- 11. Slender columns -- 11.1. Introduction -- 11.2. Nonsway and sway frames -- 11.3. Slenderness effects -- 11.4. Determining K factors with alignment charts -- 11.5. Determining K factors with equations -- 11.6. First-order analyses using special member properties -- 11.7. Slender columns in Nonsway and Sway frames -- 11.8. ACI code treatments of slenderness effects -- 11.9. Magnification of column moments in Nonsway frames -- 11.10. Magnification of column moments in sway frames -- 11.11. Analysis of sway frames -- 11.12. Computer examples -- Problems -- 12. Footings -- 12.1. Introduction -- 12.2. Types of footings -- 12.3. Actual soil pressures -- 12.4. Allowable soil pressures -- 12.5. Design of wall footings -- 12.6. Design of square isolated footings -- 12.7. Footings supporting round or regular polygon-shaped columns -- 12.8. Load transfer from columns to footings -- 12.9. Rectangular isolated footings -- 12.10. Combined footings -- 12.11. Footing design for equal settlements -- 12.12. Footings subjected to axial loads and moments -- 12.13. Transfer of horizontal forces -- 12.14. Plain concrete footings -- 12.15. SI example -- 12.16. Computer examples -- Problems -- 13. Retaining walls -- 13.1. Introduction -- 13.2. Types of retaining walls -- 13.3. Drainage -- 13.4. Failures of retaining walls -- 13.5. Lateral pressure on retaining walls -- 13.6. Footing soil pressures -- 13.7. Design of semigravity retaining walls -- 13.8. Effect of surcharge -- 13.9. Estimating the sizes cantilever retaining walls -- 13.10. Design procedure for cantilever retaining walls -- 13.11. Cracks and wall joints -- Problems -- 14. Continuous reinforced concrete structures -- 14.1. Introduction -- 14.2. General discussion of analysis methods -- 14.3. Qualitative influence lines -- 14.4. Limit design -- 14.5. Limit design under the ACI code -- 14.6. Preliminary design of members -- 14.7. Approximate analysis of continuous frames for vertical loads -- 14.8. Approximate analysis of continuous frames for lateral loads -- 14.9. Computer analysis of building frames -- 14.10. Lateral bracing for buildings -- 14.11. Development length requirements for continuous members -- Problems -- 15. Torsion -- 15.1. Introduction -- 15.2. Torsional reinforcing -- 15.3. Torsional moments that have to be considered in design -- 15.4. Torsional stresses -- 15.5. When torsional reinforcing is required by the ACI -- 15.6. Torsional moment strength -- 15.7. Design of torsional reinforcing -- 15.8. Additional ACI requirements -- 15.9. Example problems using U.S. customary units -- 15.10. SI equations and example problem -- 15.11. Computer example -- Problems -- 16. Two-way slabs direct design method -- 16.1. Introduction -- 16.2. Analysis of two-way slabs -- 16.3. Design of two-way slabs by the ACI code -- 16.4. Column and middle strips -- 16.5. Shear resistance of slabs -- 16.6. Depth limitations and stiffness requirements -- 16.7. Limitations of direct design method -- 16.8. Distribution of moments in slabs -- 16.9. Design of an interior flat plate -- 16.10. Placing of. live loads -- 16.11. Analysis of two-way slabs with beams -- 16.12. Transfer of moments and shears between slabs and columns -- 16.13. Openings in slab systems -- 16.14. Computer example -- Problems -- 17. Two-way slabs equivalent frame method -- 17.1. Moment distribution for nonprismatic members -- 17.2. Introduction to the equivalent frame method -- 17.3. Properties of-Slab beams -- 17.4. Properties of columns -- 17.5. Example problem -- 17.6. Computer analysis -- 17.7. Computer example -- Problems -- 18. Walls -- 18.1. Introduction -- 18.2. Non-load-bearing walls -- 18.3. Load-bearing concrete walls -- Empirical design method -- 18.4. Load-bearing concrete walls -- Rational design -- 18.5. Shear walls -- 18.6. ACI provisions for shear walls -- 18.7. Economy in wall construction -- 18.8. Computer example -- Problems -- 19. Prestressed concrete -- 19.1. Introduction -- 19.2. Advantages and disadvantages of prestressed concrete -- 19.3. Pretensioning and posttensioning -- 19.4.Materials used for prestressed concrete -- 19.5. Stress calculations -- 19.6. Shapes of prestressed sections -- 19.7. Prestres losses -- 19.8. Ultimate strength of prestressed sections -- 19.9. Deflections -- 19.10. Shear in prestressed sections -- 19.11. Design of shear reinforcement -- 19.12. Additional topics -- 19.13. Computer example -- Problems -- 20. Reinforced concrete masonry -- 20.1. Introduction -- 20.2. Masonry materials -- 20.3. specified compressive strength of masonry -- 20.4. Maximum flexural tensile reinforcement -- 20.5. Walls with out-of-plane loads -- Non-load-bearing walls -- 20.6. Masonry lintels -- 20.7. Walls with out-of-plane loads -- Load-bearing -- 20.8. Walls with in-plane loading -- Shear walls -- 20.9. Computer example --
要約、抄録、注釈等 "The Ninth Edition of this bestselling book continues the successful tradition of earlier editions by introducing the fundamentals of reinforced concrete design in a clear and understandable manner. Numerous examples of the principles discussed are included. This edition includes revisions made by the American Concrete Institute in Building Code Requirements for Structural Concrete (318-08) and Commentary (318R-08). The text was prepared for an introductory three credit hour undergraduate course on reinforced concrete design. Nevertheless, sufficient material is included so that this textbook can be used for a second additional three credit hour undergraduate course. Further, this text is also useful for practicing engineers as it presents the latest requirements of the ACI design code"--
著者標目 Brown, Russell H.
一般件名 Reinforced concrete construction.
TECHNOLOGY & ENGINEERING -- Masonry.
資料情報1 『Design of reinforced concrete /』9th ed., ACI 318-11 Code Ed.　Jack C. McCormac, Russell H. Brown.　Wiley,　c2014. （所蔵館：中央　 請求記号：F/511.7/M13/D　 資料コード：7103312482）
URL https://catalog.library.metro.tokyo.lg.jp/winj/opac/switch-detail.do?lang=ja&bibid=1352009598

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