This code covers the design and construction of masonry structures and is accompanied by specifications and commentaries. Design methods include empirical design, prescriptive method, and strength design. 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, flexural and axial loads, shear, details and development of reinforcement, walls, columns, pilasters, beams and lintels, seismic design requirements, glass unit masonry, veneers, and autoclaved aerated concrete masonry. The quality, inspection, testing, and placement of materials used in construction are covered by reference to ACI 530.1/ASCE 6/TMS 602 specification and other standards. Abstract: CONTENTS: BUILDING CODE 530-05 & COMMENTARY CHAPTER 1 - GENERAL DESIGN REQUIREMENTS FOR MASONRY CHAPTER 2 - ALLOWABLE STRESS DESIGN OF MASONRY CHAPTER 3 - STRENGTH DESIGN OF MASONRY CHAPTER 4 - PRESTRESSED MASONRY CHAPTER 5 - EMPIRICAL DESIGN OF MASONRY CHAPTER 6 - VENEER CHAPTER 7 - GLASS UNIT MASONRY APPENDIX A - STRENGTH DESIGN OF AUTOCLAVED AERATED CONCRETE (AAC) MASONRY SPECIFICATION 530.1 & COMMENTARY INTRODUCTION PART 1 - GENERAL PART 2 - PRODUCTS PART 3 - EXECUTION FOREWARD TO SPECIFICATION CHECKLISTS
