Written by the former chair of the Masonry Standards Joint Committee (MSJC), this authoritative volume covers the design of masonry structures using the 2009 International Building Code and the 2008 MSJC Code and Specification.
Masonry Structural Design emphasizes the strength design of masonry and includes allowable-stress provisions. Innovations such as autoclaved aerated concrete masonry (AAC) are also discussed. Real-world case studies featuring a low-rise building with reinforced concrete masonry and a four-story building with clay masonry illustrate the techniques presented in this comprehensive resource.
Coverage includes:
Basic structural behavior and design of low-rise, bearing wall buildings
Materials used in masonry construction
Code basis for structural design of masonry buildings, including seismic design
Introduction of MSJC treatment of structural design
Strength design of reinforced and unreinforced masonry elements
Allowable-stress design of reinforced and unreinforced masonry elements
Comparison of design by the allowable-stress approach versus the strength approach
Lateral load analysis of shear wall structure
Design and detailing of floor and roof diaphragms
Author(s): Richard Klingner
Edition: 1
Year: 2010
Language: English
Pages: 588
Tags: Промышленное и гражданское строительство;Строительные конструкции;Железобетонные и каменные конструкции;
Contents......Page 8
Illustrations......Page 12
Tables......Page 22
Preface......Page 26
Notice of Use of Copyrighted Material......Page 28
1 Basic Structural Behavior and Design of Low-Rise, Bearing Wall Buildings......Page 30
1.1 Basic Structural Behavior of Low-Rise, Bearing Wall Buildings......Page 32
1.2 Basic Structural Design of Low-Rise, Masonry Buildings......Page 33
2 Materials Used in Masonry Construction......Page 36
2.1 Basic Components of Masonry......Page 38
2.2 Masonry Mortar......Page 44
2.3 Masonry Grout......Page 54
2.4 General Information on ASTM Specifications for Masonry Units......Page 56
2.5 Clay Masonry Units......Page 58
2.6 Concrete Masonry Units......Page 64
2.7 Properties of Masonry Assemblages......Page 66
2.8 Masonry Accessory Materials......Page 67
2.9 Design of Masonry Structures Requiring Little Structural Calculation......Page 76
2.10 How to Increase Resistance of Masonry to Water Penetration......Page 83
3 Code Basis for Structural Design of Masonry Buildings......Page 86
3.1 Introduction to Building Codes in the United States......Page 88
3.3 Gravity Loads according to the 2009 IBC......Page 93
3.4 Wind Loading according to the 2009 IBC......Page 96
3.5 Earthquake Loading......Page 116
3.6 Loading Combinations of the 2009 IBC......Page 132
3.7 Summary of Strength Design Provisions of 2008 MSJC Code......Page 134
3.8 Summary of Allowable-Stress Design Provisions of 2008 MSJC Code......Page 138
3.9 Additional Information on Code Basis for Structural Design of Masonry Buildings......Page 142
4 Introduction to MSJC Treatment of Structural Design......Page 146
4.1 Basic Mechanical Behavior of Masonry......Page 148
4.3 Classification of Masonry Elements by Structural Function......Page 149
4.5 Design Approaches for Masonry Elements......Page 150
4.6 How Reinforcement Is Used in Masonry Elements......Page 151
4.7 How This Book Classifies Masonry Elements......Page 156
5 Strength Design of Unreinforced Masonry Elements......Page 160
5.1 Strength Design of Unreinforced Panel Walls......Page 162
5.2 Strength Design of Unreinforced Bearing Walls......Page 176
5.3 Strength Design of Unreinforced Shear Walls......Page 190
5.4 Strength Design of Anchor Bolts......Page 197
5.5 Required Details for Unreinforced Bearing Walls and Shear Walls......Page 206
6 Strength Design of Reinforced Masonry Elements......Page 210
6.1 Strength Design of Reinforced Beams and Lintels......Page 212
6.2 Strength Design of Reinforced Curtain Walls......Page 220
6.3 Strength Design of Reinforced Bearing Walls......Page 225
6.4 Strength Design of Reinforced Shear Walls......Page 241
6.5 Required Details for Reinforced Bearing Walls and Shear Walls......Page 252
7 Allowable-Stress Design of Unreinforced Masonry Elements......Page 256
7.1 Allowable-Stress Design of Unreinforced Panel Walls......Page 258
7.2 Allowable-Stress Design of Unreinforced Bearing Walls......Page 272
7.3 Allowable-Stress Design of Unreinforced Shear Walls......Page 288
7.4 Allowable-Stress Design of Anchor Bolts......Page 294
7.5 Required Details for Unreinforced Bearing Walls and Shear Walls......Page 303
8 Allowable-Stress Design of Reinforced Masonry Elements......Page 308
8.1 Review: Behavior of Cracked, Transformed Sections......Page 310
8.2 Allowable-Stress Design of Reinforced Beams and Lintels......Page 324
8.3 Allowable-Stress Design of Curtain Walls......Page 329
8.4 Allowable-Stress Design of Reinforced Bearing Walls......Page 335
8.5 Allowable-Stress Design of Reinforced Shear Walls......Page 348
8.6 Required Details for Reinforced Bearing Walls and Shear Walls......Page 353
9 Comparison of Design by the Allowable-Stress Approach versus the Strength Approach......Page 358
9.1 Comparison of Allowable-Stress and Strength Design of Unreinforced Panel Walls......Page 360
9.3 Comparison of Allowable-Stress Design and Strength Design of Unreinforced Shear Walls......Page 361
9.4 Comparison of Allowable-Stress and Strength Designs for Anchor Bolts......Page 362
9.5 Comparison of Allowable-Stress and Strength Designs for Reinforced Beams and Lintels......Page 363
9.6 Comparison of Allowable-Stress and Strength Designs for Reinforced Curtain Walls......Page 364
9.8 Comparison of Allowable-Stress and Strength Designs for Reinforced Shear Walls......Page 365
10 Lateral Load Analysis of Shear-Wall Structures......Page 368
10.1 Classification of Horizontal Diaphragms as Rigid or Flexible......Page 371
10.2 Lateral Load Analysis of Shear-Wall Structures with Rigid Floor Diaphragms......Page 372
10.3 Lateral Load Analysis and Design of Shear-Wall Structures with Flexible Floor Diaphragms......Page 391
10.4 The Simplest of All Possible Analytical Worlds......Page 393
11 Design and Detailing of Floor and Roof Diaphragms......Page 396
11.1 Introduction to Design of Diaphragms......Page 398
11.2 Typical Connection Details for Roof and Floor Diaphragms......Page 401
12 Strength Design Example: One-Story Building with Reinforced Concrete Masonry......Page 404
12.1 Introduction......Page 406
12.3 Step 1: Choose Design Criteria......Page 407
12.4 Step 2: Design Walls for Gravity plus Out-of-Plane Loads......Page 418
12.5 Step 3: Design Lintels......Page 435
12.6 Summary So Far......Page 438
12.7 Step 4: Conduct Lateral Force Analysis, Design Roof Diaphragm......Page 439
12.8 Step 5: Design Wall Segments......Page 442
12.9 Step 6: Design and Detail Connections......Page 444
13 Strength Design Example: Four-Story Building with Clay Masonry......Page 446
13.2 Design Steps for Four-Story Example......Page 448
13.3 Step 1: Choose Design Criteria, Specify Materials......Page 449
13.4 Step 2: Design Transverse Shear Walls for Gravity plus Earthquake Loads......Page 457
13.6 Overall Comments on Four-Story Building Example......Page 464
14 Structural Design of AAC Masonry......Page 466
14.1 Introduction to Autoclaved Aerated Concrete (AAC)......Page 468
14.3 Structural Design of AAC Elements......Page 473
14.4 Design of Unreinforced Panel Walls of AAC Masonry......Page 478
14.5 Design of Unreinforced Bearing Walls of AAC Masonry......Page 481
14.6 Design of Unreinforced Shear Walls of AAC Masonry......Page 491
14.7 Design of Reinforced Beams and Lintels of AAC Masonry......Page 496
14.9 Design of Reinforced Bearing Walls of AAC Masonry......Page 502
14.10 Design of Reinforced Shear Walls of AAC Masonry......Page 510
14.11 Seismic Design of AAC Structures......Page 522
14.12 Design Example: Three-Story AAC Shear-Wall Hotel......Page 524
14.13 References on AAC......Page 553
14.14 Additional References on AAC......Page 554
References......Page 558
General References......Page 560
ASTM Standards......Page 561
A......Page 564
B......Page 567
C......Page 568
D......Page 570
E......Page 571
F......Page 572
G......Page 573
I......Page 574
L......Page 575
M......Page 576
O......Page 579
P......Page 580
R......Page 581
S......Page 583
T......Page 586
U......Page 587
W......Page 588
Y......Page 589
