ACI 530 : Building Code Requirements and Specifications for Masonry Structures 2011

$156.00

Attributes

Current Stock:
SKU:
ACI 530 11
SUBTITLE:
Containing Building Code Requirements for Masonry Structures, Specification for Masonry Structures, and companion commentaries
ISBN-10 DIGIT:
1929081367
ISBN-13 DIGIT:
9781929081363
STANDARD NUMBER:
TMS 602/ACI 530/ASCE 6
AUTHOR-1:
American Concrete Institute
AUTHOR-2:
the Masonry Standards Joint Committee
COPYRIGHT/PUBLICATION DATE:
2011
BINDING:
Paperback
Available Formats required

Attributes

Current Stock:
SKU:
ACI 530 11
SUBTITLE:
Containing Building Code Requirements for Masonry Structures, Specification for Masonry Structures, and companion commentaries
ISBN-10 DIGIT:
1929081367
ISBN-13 DIGIT:
9781929081363
STANDARD NUMBER:
TMS 602/ACI 530/ASCE 6
AUTHOR-1:
American Concrete Institute
AUTHOR-2:
the Masonry Standards Joint Committee
COPYRIGHT/PUBLICATION DATE:
2011
BINDING:
Paperback

Description

Building Code Requirements and Specification for Masonry Structures contains two standards and their commentaries: Building Code Requirements for Masonry Structures (TMS 402-11/ACI 530-11/ASCE 5-11) and Specification for Masonry Structures (TMS 602-11/ACI 530.1-11/ASCE 6-11). These standards are produced through the joint efforts of The Masonry Society (TMS), the American Concrete Institute (ACI), and the Structural Engineering Institute of the American Society of Civil Engineers (SEI/ASCE) through the Masonry Standards Joint Committee (MSJC). The Code and Specification are written as legal documents so that they may be adopted by reference in general building codes. The Code covers the design and construction of masonry structures, with subjects covered ranging from quality assurance to the details and development of reinforcement.

 

TABLE OF CONTENTS

 

PART 1 — GENERAL

 

 

 

CHAPTER 1 — GENERAL REQUIREMENTS

 

1.1 — Scope

 

1.1.1 Minimum requirements 1

 

1.1.2 Governing building code

 

1.1.3 SI information

 

1.2 — Contract documents and calculations

 

1.3 — Approval of special systems of design or construction

 

1.4 — Standards cited in this Code

 

 

 

CHAPTER 2 — NOTATION AND DEFINITIONS

 

2.1 — Notation

 

2.2 — Definitions

 

 

 

CHAPTER 3 — QUALITY AND CONSTRUCTION

 

3.1 — Quality Assurance program

 

3.1.1 Level A Quality Assurance

 

3.1.2 Level B Quality Assurance

 

3.1.3 Level C Quality Assurance

 

3.1.4 Procedures

 

3.1.5 Qualifications

 

3.1.6 Acceptance relative to strength requirements

 

3.2 — Construction considerations

 

3.2.1 Grouting, minimum spaces

 

3.2.2 Embedded conduits, pipes, and sleeves

 

 

 

PART 2 — DESIGN REQUIREMENTS

 

 

 

CHAPTER 4 — GENERAL ANALYSIS AND DESIGN CONSIDERATIONS

 

4.1 — Loading

 

4.1.1 General

 

4.1.2 Load provisions

 

4.1.3 Lateral load resistance

 

4.1.4 Load transfer at horizontal connections

 

4.1.5 Other effects

 

4.1.6 Lateral load distribution

 

4.2 — Material properties

 

4.2.1 General

 

4.2.2 Elastic moduli

 

4.2.3 Coefficients of thermal expansion

 

4.2.4 Coefficients of moisture expansion for clay masonry

 

4.2.5 Coefficients of shrinkage

 

4.2.6 Coefficients of creep

 

4.2.7 Prestressing steel

 

4.3— Section properties

 

4.3.1 Stress calculations

 

4.3.2 Stiffness

 

4.3.3 Radius of gyration

 

4.3.4 Bearing area

 

4.4 — Connection to structural frames

 

4.5 — Masonry not laid in running bond

 

 

 

CHAPTER 5 — STRUCTURAL ELEMENTS

 

5.1— Masonry assemblies

 

5.1.1 Intersecting walls

 

5.1.2 Effective compressive width per bar

 

5.1.3 Concentrated loads

 

5.1.4 Multiwythe masonry elements

 

5.2 — Beams

 

5.2.1 General beam design

 

5.2.2 Deep beams

 

5.3 — Columns

 

5.3.1 General column design

 

5.3.2 Lightly loaded columns

 

5.4 — Pilasters

 

5.5 — Corbels

 

5.5.1 - Loadbearing corbels

 

5.5.2 - Non-loadbearing corbels

 

 

 

CHAPTER 6 — REINFORCEMENT, METAL ACCESSORIES, AND ANCHOR BOLTS

 

6.1 — Details of reinforcement and metal accessories

 

6.1.1 Embedment

 

6.1.2 Size of reinforcement

 

6.1.3 Placement of reinforcement

 

6.1.4 Protection of reinforcement and metal accessories

 

6.1.5 Standard hooks

 

6.1.6 Minimum bend diameter for reinforcing bars

 

6.2 — Anchor Bolts

 

6.2.1 Placement

 

6.2.2 Projected area for axial tension

 

6.2.3 Projected area for shear

 

6.2.4 Effective embedment length for headed anchor bolts

 

6.2.5 Effective embedment length of bent-bar anchor bolts

 

6.2.6 Minimum permissible effective embedment length

 

6.2.7 Anchor bolt edge distance

 

 

 

CHAPTER 7 — SEISMIC DESIGN REQUIREMENTS

 

7.1 Scope

 

7.2 General analysis

 

7.2.1 Element interaction

 

7.2.2 Load path

 

7.2.3 Anchorage design

 

7.2.4 Drift limits

 

7.3 Element classification

 

7.3.1 Nonparticipating elements

 

7.3.2 Participating elements

 

7.4 Seismic Design Category requirements

 

7.4.1 Seismic Design Category A requirements

 

7.4.2 Seismic Design Category B requirements

 

7.4.3 Seismic Design Category C requirements

 

7.4.4 Seismic Design Category D requirements

 

7.4.5 Seismic Design Category E and F requirements

 

 

 

PART 3 — ENGINEERED DESIGN METHODS

 

 

 

CHAPTER 8 — ALLOWABLE STRESS DESIGN OF MASONRY

 

8.1 — General

 

8.1.1 Scope

 

8.1.2 Design strength

 

8.1.3 Anchor bolts embedded in grout

 

8.1.4 Shear stress in multiwythe masonry elements

 

8.1.5 Bearing stress

 

8.1.6 Development of reinforcement embedded in grout

 

8.2 — Unreinforced masonry

 

8.2.1 Scope

 

8.2.2 Design criteria

 

8.2.3 Design assumptions

 

8.2.4 Axial compression and flexure

 

8.2.5 Axial tension

 

8.2.6 Shear

 

8.3 — Reinforced masonry

 

8.3.1 Scope

 

8.3.2 Design assumptions

 

8.3.3 Steel reinforcement — Allowable stresses

 

8.3.4 Axial compression and flexure

 

8.3.5 Shear

 

 

 

CHAPTER 9 —STRENGTH DESIGN OF MASONRY

 

9.1 — General

 

9.1.1 Scope

 

9.1.2 Required strength

 

9.1.3 Design strength

 

9.1.4 Strength-reduction factors

 

9.1.5 Deformation requirements

 

9.1.6 Anchor bolts embedded in grout

 

9.1.7 Shear strength in multiwythe masonry elements

 

9.1.8 Nominal bearing strength

 

9.1.9 Material properties

 

9.2 — Unreinforced (plain) masonry

 

9.2.1 Scope

 

9.2.2 Design criteria

 

9.2.3 Design assumptions

 

9.2.4 Nominal flexural and axial strength

 

9.2.5 Axial tension

 

9.2.6 Nominal shear strength

 

9.3 — Reinforced masonry

 

9.3.1 Scope

 

9.3.2 Design assumptions

 

9.3.3 Reinforcement requirements and details

 

9.3.4 Design of beams, piers, and columns

 

9.3.5 Wall design for out-of-plane loads

 

9.3.6 Wall design for in-plane loads

 

 

 

CHAPTER 10 — PRESTRESSED MASONRY

 

10.1 — General

 

10.1.1 Scope

 

10.2 — Design methods

 

10.2.1 General

 

10.2.2 After transfer

 

10.3 — Permissible stresses in prestressing tendons

 

10.3.1 Jacking force

 

10.3.2 Immediately after transfer

 

10.3.3 Post-tensioned masonry members

 

10.3.4 Effective prestress

 

10.4 —Axial compression and flexure

 

10.4.1 General

 

10.4.2 Service load requirements

 

10.4.3 Strength requirements

 

10.5 — Axial tension

 

10.6 — Shear

 

10.7 — Deflection

 

10.8 — Prestressing tendon anchorages, couplers, and end blocks

 

10.8.1

 

10.8.2

 

10.8.3

 

10.8.4 Bearing stresses

 

10.9 — Protection of prestressing tendons and accessories

 

10.10 — Development of bonded tendons

 

 

 

CHAPTER 11 — STRENGTH DESIGN OF AUTOCLAVED AERATED CONCRETE (AAC) MASONRY

 

11.1 — General

 

11.1.1 Scope

 

11.1.2 Required strength

 

11.1.3 Design strength

 

11.1.4 Strength of joints

 

11.1.5 Strength-reduction factors

 

11.1.6 Deformation requirements

 

11.1.7 Anchor bolts

 

11.1.8 Material properties

 

11.1.9 Nominal bearing strength

 

11.1.10 Corbels

 

11.2 — Unreinforced (plain) AAC masonry

 

11.2.1 Scope

 

11.2.2 Flexural strength of unreinforced (plain) AAC masonry members

 

11.2.3 Nominal axial strength of unreinforced (plain) AAC masonry members

 

11.2.4 Axial tension

 

11.2.5 Nominal shear strength of unreinforced (plain) AAC masonry members

 

11.2.6 Flexural cracking

 

11.3 — Reinforced AAC masonry

 

11.3.1 Scope

 

11.3.2 Design assumptions

 

11.3.3 Reinforcement requirements and details

 

11.3.4 Design of beams, piers, and columns

 

11.3.5 Wall design for out-of-plane loads

 

11.3.6 Wall design for in-plane loads

 

 

 

PART 4 — PRESCRIPTIVE DESIGN METHODS

 

 

 

CHAPTER 12 — VENEER

 

12.1 — General

 

12.1.1 Scope

 

12.1.2 Design of anchored veneer

 

12.1.3 Design of adhered veneer

 

12.1.4 Dimension stone

 

12.1.5 Autoclaved aerated concrete masonry veneer

 

12.1.6 General design requirements

 

12.2 — Anchored Veneer

 

12.2.1 Alternative design of anchored masonry veneer

 

12.2.2 Prescriptive requirements for anchored masonry veneer

 

12.3 — Adhered Veneer

 

12.3.1 Alternative design of adhered masonry veneer

 

12.3.2 Prescriptive requirements for adhered masonry veneer

 

 

 

CHAPTER 13 — GLASS UNIT MASONRY

 

13.1 — General

 

13.1.1 Scope

 

13.1.2 General design requirements

 

13.1.3 Units

 

13.2 — Panel Size

 

13.2.1 Exterior standard-unit panels

 

13.2.2 Exterior thin-unit panels

 

13.2.3 Interior panels

 

13.2.4 Curved panels

 

13.3— Support

 

13.3.1 General requirements

 

13.3.2 Vertical

 

13.3.3 Lateral

 

13.4 — Expansion joints

 

13.5 — Base surface treatment

 

13.6 — Mortar

 

13.7 — Reinforcement

 

 

 

CHAPTER 14 — MASONRY PARTITION WALLS

 

14.1 — General

 

14.1.1 Scope

 

14.1.2 Design of partition walls

 

14.2 — Prescriptive design of partition walls

 

14.2.1 General

 

14.2.2 Thickness limitations

 

14.2.3 Limitations

 

14.3 — Lateral support

 

14.3.1 Maximum l/t and h/t

 

14.3.2 Openings

 

14.3.3 Cantilever walls

 

14.3.4 Support elements

 

14.4 — Anchorage

 

14.4.1 General

 

14.4.2 Intersecting walls

 

14.5 — Miscellaneous requirements

 

14.5.1 Chases and recesses

 

14.5.2 Lintels

 

14.5.3 Lap splices