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530/530.1-05PACK
** Combination offer - - ACI 530/530.1-05 Book and CD-ROM Reported by the Masonry Standards Joint Committee (MSJC). ACI 530-05/ASCE 5-05/ TMS 402-05) This code covers the design and construction of masonry structures. It is written in such form that it may be adopted by reference in a legally adopted building code. Among the subjects covered are: definitions; contract documents; quality assurance; materials; placement of embedded items; analysis and design; strength and serviceability; flexureal and axial loads; shear; details and development of reinforcement; walls; columns; pilasters; beams and lintels; seismic design requirements; glass unit masonry; and veneers. An empirical design method applicable to buildings meeting specific location and construction criteria are also included.
*Introduction of AAC (Autoclaved Aerated Concrete) Masonry; *Harmonization of allowable stress and strength design provisions for lap splices and development lengths; *Revised maximum reinforcement limits for strength design; *Added provisions for confined special boundary elements to strength design; *Introduction of prescriptive requirements for anchored veneer;
(fasteners); anchorage (structural); autoclaved aerated concrete masonry, beams; building codes; cements; clay brick; clay tile; columns; compressive strength; concrete block; concrete brick; construction; detailing; empirical design; flexural strength; glass units; grout; grouting; joints; loads (forces); masonry; masonry cements; masonry load bearing walls; masonry mortars; masonry walls; modulus of elasticity; mortars; pilasters; prestressed masonry, quality assurance; reinforced masonry; reinforcing steel; seismic requirements; shear strength; specifications; splicing; stresses; strength design, structural analysis; structural design; ties; unreinforced masonry; veneers; walls;. Contents:
CHAPTER 1 - GENERAL DESIGN REQUIREMENTS FOR MASONRY 1.1 Scope 1.2 Contract documents and calculations 1.3 Approval of special systems of design or construction 1.4 Standards cited in this code 1.5 Notation 1.6 Definitions 1.7 Loading 1.8 Material properties 1.9 Section properties 1.10 Deflection 1.11 Stack bond masonry 1.12 Corbels 1.13 Details of reinforcement and metal accessories 1.14 Seismic design requirements 1.15 Quality assurance program 1.16 Construction
2.1 General 2.2 Unreinforced masonry 2.3 Reinforced masonry
3.1 - General 3.2 - Unreinforced (plain) masonry 3.3 - Reinforced masonry
4.1 General 4.2 Design Methods 4.3 Permissible stressed in prestressing tendons 4.4 Axial compression & flexure 4.5 Axial tension 4.6 Shear 4.7 Deflection 4.8 Prestressing tendon anchorages, couplers & end blocks 4.9 Protection of prestressing tendons & accessories 4.10 Development of bonded tendons CHAPTER 5 - EMPIRICAL DESIGN OF MASONRY 5.1 General 5.2 Height 5.3 Lateral Stability 5.4 Compressive stress requirements 5.5 Lateral support 5.6 Thickness of masonry 5.7 Bond 5.8 Anchorage 5.9 Miscellaneous requirements
6.1 General 6.2 Anchored veneer 6.3 Adhered veneer
7.1 General 7.2 Panel Size 7.3 Support 7.4 Expansion joints 7.5 Base surface treatment 7.6 Mortar 7.7 Reinforcement
A.2 Unreinforced (plain) AAC masonry A.3 Reinforced AAC masonry
CHAPTER 2 - General Responsibilities CHAPTER 3 - Forms of Contracts CHAPTER 4 - Conclusion CHAPTER 5 - References Appendix |
ACI
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