Masonry Structural Design Jennifer Eisenhauer Tanner

Format:

Book

Author/Creator:

Tanner, Jennifer Eisenhauer, author.

Series:

McGraw-Hill's AccessEngineeringLibrary

Language:

English

Subjects (All):

Masonry.

Buildings.

Structural analysis (Engineering).

Brick walls.

Physical Description:

1 online resource illustrations

Edition:

Third edition

Place of Publication:

New York, N.Y. McGraw Hill LLC [2025]

Language Note:

In English

System Details:

Mode of access: Internet via World Wide Web

Summary:

This book came from the merging of material from two masonry courses, each developed by one of the two authors. It covers the design of masonry structures using the 2015 International Building Code, the ASCE 7-10 loading standard, and the TMS 402-13 and TMS 602-13 design and construction standards. Although the book was conceived primarily as a textbook for masonry design courses in civil or architectural engineering programs at the undergraduate or graduate level, it is also intended for use in self-study and continuing education by practicing engineers. It emphasizes the strength design of masonry and also includes allowable-stress design

Contents:

Illustrations

Tables

Preface

Notice of Use of Copyrighted Material

1 Basic Structural Behavior and Design of Low-Rise, Bearing Wall Buildings

1.1 Basic Structural Behavior of Low-Rise, Bearing Wall Buildings

1.2 Basic Structural Design of Low-Rise, Masonry Buildings

2 Materials Used in Masonry Construction

2.1 Basic Components of Masonry

2.2 Masonry Mortar

2.3 Masonry Grout

2.4 General Information on ASTM Specifications

for Masonry Units

2.5 Clay Masonry Units

2.6 Concrete Masonry Units

2.7 Properties of Masonry Assemblages

2.8 Masonry Accessory Materials

2.9 Design of Masonry Structures Requiring Little Structural Calculation

2.10 How to Increase Resistance of Masonry to Water Penetration

3 Code Basis for Structural Design of Masonry Buildings

3.1 Introduction to Building Codes in the United States

3.2 Introduction to the Calculation of Design Loading Using the 2024 IBC

3.3 Gravity Loads According to the 2024 IBC

3.4 Wind Loading According to the 2024 IBC

3.5 Earthquake Loading

3.6 Loading Combinations of the 2024 IBC

3.7 Summary of Strength Design Provisions of TMS 402-22

3.8 Summary of Allowable Stress Design Provisions of TMS 402-22

3.9 Additional Information on Code Basis for Structural Design of Masonry Buildings

4 Introduction to TMS 402 Treatment of Structural Design

4.1 Basic Mechanical Behavior of Masonry

4.2 Classification of Masonry Elements

4.3 Classification of Masonry Elements by Structural Function

4.4 Classification of Masonry Elements by Design Intent

4.5 Design Approaches for Masonry Elements

4.6 How Reinforcement Is Used in Masonry Elements

4.7 How This Book Classifies Masonry Elements

5 Strength Design of Unreinforced Masonry Elements

5.1 Strength Design of Unreinforced Panel Walls

5.2 Strength Design of Unreinforced Bearing Walls

5.3 Strength Design of Unreinforced Shear Walls

5.4 Strength Design of Anchor Bolts

5.5 Required Details for Unreinforced Bearing Walls and Shear Walls

5.6 Problems

6 Strength Design of Reinforced Masonry Elements

6.1 Strength Design of Reinforced Beams and Lintels

6.2 Strength Design of Reinforced Curtain Walls

6.3 Strength Design of Reinforced Bearing Walls

6.4 Strength Design of Reinforced Shear Walls

6.5 Required Details for Reinforced Bearing Walls and Shear Walls

6.6 Problems

7 Allowable-Stress Design of Unreinforced Masonry Elements

7.1 Allowable-Stress Design of Unreinforced Panel Walls

7.2 Allowable-Stress Design of Unreinforced Bearing Walls

7.3 Allowable-Stress Design of Unreinforced Shear Walls

7.4 Allowable-Stress Design of Anchor Bolts

7.5 Required Details for Unreinforced Bearing Walls and Shear Walls

7.6 Problems

8 Allowable-Stress Design of Reinforced Masonry Elements

8.1 Review: Behavior of Cracked, Transformed Sections

8.2 Allowable-Stress Design of Reinforced Beams and Lintels

8.3 Allowable-Stress Design of Curtain Walls

8.4 Allowable-Stress Design of Reinforced Bearing Walls

8.5 Allowable-Stress Design of Reinforced Shear Walls

8.6 Required Details for Reinforced Bearing Walls and Shear Walls

8.7 Problems

9 Comparison of Design by the Allowable-Stress Approach Versus the Strength Approach

9.1 Comparison of Allowable-Stress and Strength Design of Unreinforced Panel Walls

9.2 Comparison of Allowable Stress Design and Strength Design of Unreinforced Bearing Walls

9.3 Comparison of Allowable Stress Design and Strength Design of Unreinforced Shear Walls

9.4 Comparison of Allowable-Stress and Strength Designs for Anchor Bolts

9.5 Comparison of Allowable-Stress and Strength Designs for Reinforced Beams and Lintels

9.6 Comparison of Allowable-Stress and Strength Designs for Reinforced Curtain Walls

9.7 Comparison of Allowable-Stress and Strength Designs for Reinforced Bearing Walls

9.8 Comparison of Allowable-Stress and Strength Designs for Reinforced Shear Walls

10 Lateral Load Analysis of Shear Wall Structures

10.1 Introduction to Lateral Load Analysis of Shear Wall Structures

10.2 Classification of Horizontal Diaphragms as ?Rigid? or ?Flexible?

10.3 Lateral Load Analysis of Shear Wall Structures with Rigid Floor Diaphragms

10.4 Lateral Load Analysis and Design of Shear Wall Structures with Flexible Floor Diaphragms

10.5 The Simplest of All Possible Analytical Worlds

10.6 Problems

11 Design and Detailing of Floor and Roof Diaphragms

11.1 Introduction to Design of Diaphragms

11.2 Introduction to Design of Rigid Diaphragms

11.3 Introduction to Design of Flexible Diaphragms

11.4 Typical Connection Details for Roof and Floor Diaphragms

12 Strength Design Example: Low-Rise Building with Reinforced Concrete Masonry

12.1 Introduction

12.2 Design Steps for One-Story Building

12.3 Step 1: Choose Design Criteria

12.4 Calculate Design Roof Load due to Gravity (ASCE 7-22)

12.5 Calculate Design Wind Load

12.6 Propose Structural Systems for Gravity and Lateral Load

12.7 Step 2: Design Walls for Gravity plus Out-of-Plane Loads

12.8 Step 3: Design Lintels

12.9 Summary So Far

12.10 Step 4: Conduct Lateral Force Analysis, Design Roof Diaphragm

12.11 Step 5: Design Wall Segments

12.12 Step 6: Design and Detail Connections

13 Strength Design Example: Four-Story Building with Clay Masonry

13.1 Introduction

13.2 Design Steps for Four-Story Example

13.3 Step 1: Choose Design Criteria, Specify Materials

13.4 Step 2: Design Transverse Shear Walls for Gravity plus Earthquake Loads

13.5 Step 3: Design Exterior Walls for Gravity plus Out-of-Plane Wind

13.6 Overall Comments on Four-Story Building Example

14 Structural Design of AAC Masonry

14.1 Introduction to Autoclaved Aerated Concrete (AAC)

14.2 Applications of AAC

14.3 Structural Design of AAC Elements

14.4 Design of Unreinforced Panel Walls of AAC Masonry

14.5 Design of Unreinforced Bearing Walls of AAC Masonry

14.6 Design of Unreinforced Shear Walls of AAC Masonry

14.7 Design of Reinforced Beams and Lintels of AAC Masonry

14.8 Design of Reinforced Curtain Walls of AAC Masonry

14.9 Design of Reinforced Bearing Walls of AAC Masonry

14.10 Design of Reinforced Shear Walls of AAC Masonry

14.11 Seismic Design of AAC Structures

14.12 Design Example: Three-Story AAC Shear-Wall Hotel

14.13 References on AAC

15 References

15.1 General References

15.2 ASTM Standards

Index

Notes:

Includes bibliographical references and index

Electronic reproduction. New York, N.Y. : McGraw Hill, 2025. Mode of access: World Wide Web. System requirements: Web browser. Access may be restricted to users at subscribing institutions

Description based on e-Publication PDF

Other Format:

Print version Masonry Structural Design.

Access Restriction:

Restricted for use by site license