Transcription of Building Code Requirements for Masonry Structures
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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. Chapter 13: Glass Unit Masonry C-199. 30 Chapter 14: Masonry Partition Walls C-205 70. Part 5: Appendices, Conversions & References C-211.
Nov 28, 2012 · structural adequacy of masonry construction requires that the compressive strength of masonry equals or exceeds the specified strength. Masonry design by prescriptive approaches relies on rules and masonry compressive strength need not be verified. 1.2.4 The contract documents shall be consistent with design assumptions.
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