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Building Code Requirements for Masonry Structures

1 41. Building Code Requirements for Masonry Structures (TMS 402-xx/ACI 530-xx/ ASCE 5-xx). 5 TABLE OF CONTENTS 45. SYNOPSIS AND KEYWORDS C-iii Part 1: General C-1. Chapter 1 General Requirements C-1. 10 50. Chapter 2 Notations & Definitions C-7. Chapter 3 Quality & Construction C-25. Part 2: Design Requirements C-35. 15 Chapter 4: General Analysis & Design Considerations C-35 55. Chapter 5: Structural Elements C-47. Chapter 6: Reinforcement, Metal Accessories & Anchor Bolts C-61. Chapter 7: Seismic Design Requirements C-73. 20 Part 3: Engineered Design Methods C-91 60. Chapter 8: Allowable Stress Design of Masonry C-91. Chapter 9: Strength Design of Masonry C-123. Chapter 10: Prestressed Masonry C-155. 25 Chapter 11: Strength Design of Autoclaved Aerated Concrete (AAC) Masonry C-165 65. Part 4: Prescriptive Design Methods C-185. Chapter 12: Veneer C-185.

Nov 28, 2012 · forces resulting from their restraint. The type of connection chosen should transfer only the loads planned. While some connections transfer loads perpendicular to the wall, other devices transfer loads within the plane of the wall. Figure CC-1.2-1 shows representative wall anchorage details that allow movement within the plane of the wall.

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