Available:*
Library | Item Barcode | Call Number | Material Type | Item Category 1 | Status |
---|---|---|---|---|---|
Searching... | 30000010168004 | TA683.2 P3 2007 | Open Access Book | Book | Searching... |
On Order
Summary
Summary
For over sixty years, the primary source for design of concrete structures--now revised and updated
Simplified Design of Concrete Structures, Eighth Edition covers all the latest, commonly used concrete systems, practices, and research in the field, reinforced with examples of practical designs and general building structural systems. Updated to conform to current building codes, design practices, and industry standards.
Simplified Design of Concrete Structures, Eighth Edition is a reliable, easy-to-use handbook that examines a wide range of concrete structures, building types, and construction details. It includes a wealth of illustrations, expanded text examples, exercise problems, and a helpful glossary. Highlights of this outstanding tool include:
* Its use of the current American Concrete Institute Building Code for 2005 (ACI 318) and the Load and Resistance Factor Design (LRFD) method of structural design
* Fundamental and real-world coverage of concrete structures that assumes no previous experience
* Valuable study aids such as exercise problems, questions, and word lists enhance usability
Author Notes
JAMES AMBROSE is Editor of the Parker/Ambrose Series of Simplified Design Guides. He practiced as an architect in California and Illinois, and as a structural engineer in Illinois. He was also a professor of architecture at the University of Southern California.
PATRICK TRIPENY is an Associate Professor at the University of Utah's Graduate School of Architecture.
Table of Contents
Preface to the Eighth Edition | p. xi |
Preface to the First Edition | p. xv |
Introduction | p. 1 |
1 Structural Use of Concrete | p. 10 |
1.1 Concrete as a Structural Material | p. 10 |
1.2 Common Forms of Concrete Structures | p. 11 |
1.3 Primary Situations for Investigation and Design | p. 13 |
1.4 Materials and Nature of Structural Concrete | p. 14 |
1.5 Significant Properties of Concrete | p. 18 |
1.6 Reinforcement | p. 22 |
1.7 Prestressed Concrete | p. 26 |
1.8 Design of Concrete Mixes | p. 30 |
1.9 Special Concretes | p. 31 |
2 Considerations for Production of Concrete | p. 33 |
2.1 General Concerns for Concrete | p. 33 |
2.2 Concerns for Structural Concrete | p. 34 |
2.3 Sitecast Concrete | p. 35 |
2.4 Design and Production Controls | p. 38 |
2.5 Inspection and Testing | p. 39 |
2.6 Installation of Reinforcement | p. 41 |
2.7 Precast Concrete | p. 42 |
2.8 Mixed Systems: Sitecast and Precast | p. 47 |
2.9 Concrete Masonry | p. 48 |
3 General Requirements for Reinforced Concrete Structures | p. 50 |
3.1 Code and Industry Standards | p. 50 |
3.2 Practical Considerations | p. 51 |
3.3 Control of Cracking | p. 55 |
3.4 General Requirements for Steel Reinforcement | p. 56 |
4 Investigation and Design of Reinforced Concrete | p. 59 |
4.1 Situations for Investigation and Design | p. 59 |
4.2 Methods of Investigation and Design | p. 61 |
4.3 The Stress Method | p. 62 |
4.4 The Strength Method | p. 62 |
4.5 Investigation of Columns and Beams | p. 63 |
4.6 Investigation of Column and Beam Frames | p. 72 |
4.7 Approximate Investigation of Indeterminate Structures | p. 78 |
5 Load and Resistance Factor Design (LRFD) | p. 83 |
5.1 Limit States Versus Service Conditions | p. 83 |
5.2 Loads for Design | p. 84 |
5.3 Resistance Factors | p. 85 |
5.4 Strength Design Processes | p. 86 |
6 Reinforced Concrete Flexural Members | p. 87 |
6.1 General Flexural Actions | p. 87 |
6.2 Behavior of Reinforced Concrete Beams | p. 88 |
6.3 Investigation and Design for Flexure | p. 90 |
6.4 Beams in Sitecast Systems | p. 101 |
6.5 T-Beams | p. 104 |
6.6 Beams with Compression Reinforcement | p. 110 |
6.7 Spanning Slabs | p. 117 |
6.8 Deflection Control | p. 122 |
7 Shear in Concrete Structures | p. 125 |
7.1 General Concerns for Shear | p. 125 |
7.2 Shear in Beams | p. 126 |
7.3 Shear Reinforcement for Beams | p. 127 |
7.4 Design for Beam Shear | p. 133 |
8 Anchorage and Development of Reinforcement | p. 142 |
8.1 Development of Stress in Tension Reinforcement | p. 143 |
8.2 Hooks | p. 146 |
8.3 Bar Development in Continuous Beams | p. 148 |
8.4 Splices in Reinforcement | p. 149 |
8.5 Development of Compressive Reinforcement | p. 150 |
8.6 Developed Anchorage for Frame Continuity | p. 153 |
9 Flat-Spanning Concrete Systems | p. 154 |
9.1 Slab and Beam Systems | p. 155 |
9.2 General Considerations for Beams | p. 162 |
9.3 Other Flat-Spanning Systems | p. 167 |
9.4 Design Aids | p. 178 |
10 Concrete Columns | p. 180 |
10.1 Effects of Compression Force | p. 180 |
10.2 Reinforcement for Columns | p. 182 |
10.3 Types of Columns | p. 184 |
10.4 General Requirements for Columns | p. 186 |
10.5 Combined Compression and Bending | p. 187 |
10.6 Considerations for Column Shape | p. 189 |
10.7 Columns in Sitecast Frames | p. 191 |
10.8 Multistory Columns | p. 192 |
10.9 Design Methods and Aids | p. 194 |
10.10 Approximate Design of Tied Columns | p. 195 |
10.11 Round Columns | p. 202 |
10.12 Special Concerns for Concrete Columns | p. 204 |
10.13 Vertical Concrete Compression Elements | p. 205 |
10.14 Concrete Masonry Columns and Piers | p. 208 |
11 Column and Beam Frames | p. 210 |
11.1 Two-Dimensional Frames | p. 211 |
11.2 Three-Dimensional Frames | p. 212 |
11.3 Mixed Frame and Wall Systems | p. 214 |
11.4 Special Problems of Concrete Framed Bents | p. 217 |
12 Concrete Walls | p. 221 |
12.1 Sitecast Walls: General Concerns | p. 221 |
12.2 Concrete Bearing Walls | p. 223 |
12.3 Concrete Basement Walls | p. 226 |
12.4 Concrete Shear Walls | p. 230 |
12.5 Precast Concrete Walls | p. 230 |
12.6 Concrete Masonry Walls | p. 231 |
13 Foundations | p. 233 |
13.1 General Concerns for Foundations | p. 234 |
13.2 Soil Conditions Related to Foundation Design | p. 235 |
13.3 Foundation Design: Criteria and Process | p. 237 |
13.4 Shallow Bearing Foundations | p. 238 |
13.5 Wall Footings | p. 240 |
13.6 Column Footings | p. 249 |
13.7 Special Column Footings | p. 258 |
13.8 Pedestals | p. 259 |
13.9 Foundation Walls and Grade Beams | p. 266 |
13.10 Deep Foundations | p. 270 |
14 Miscellaneous Concrete Structures | p. 277 |
14.1 Paving Slabs | p. 277 |
14.2 Framed Floors on Grade | p. 280 |
14.3 Cantilever Retaining Walls | p. 281 |
14.4 Abutments | p. 291 |
15 General Considerations for Building Structures | p. 296 |
15.1 Choice of Building Construction | p. 296 |
15.2 Structural Design Standards | p. 297 |
15.3 Loads for Structural Design | p. 298 |
15.4 Dead Loads | p. 298 |
15.5 Building Code Requirements for Structures | p. 301 |
15.6 Live Loads | p. 303 |
15.7 Lateral Loads (Wind and Earthquake) | p. 306 |
15.8 Load Combinations | p. 310 |
15.9 Determination of Design Loads | p. 310 |
15.10 Structural Planning | p. 312 |
15.11 Building Systems Integration | p. 313 |
15.12 Economics | p. 313 |
16 Building Structures: Design Examples | p. 316 |
16.1 Building One: General Considerations | p. 317 |
16.2 Building One: Support and Site Structures | p. 317 |
16.3 Building Two: General Considerations | p. 326 |
16.4 Building Two: Design for Gravity Loads | p. 326 |
16.5 Building Two: Design for Lateral Loads | p. 329 |
16.6 Building Two: Alternative Structure | p. 340 |
16.7 Building Three: Alternative Structure One | p. 341 |
16.8 Building Three: Alternative Structure Two | p. 344 |
16.9 Building Three: Alternative Structure Three | p. 348 |
16.10 Building Four: General Considerations | p. 349 |
16.11 Building Four: Concrete and Masonry Structure | p. 353 |
16.12 Building Four: Design for Lateral Loads | p. 359 |
16.13 Building Four: All-Concrete Structure | p. 361 |
16.14 Building Five: General Considerations | p. 364 |
16.15 Building Five: Masonry and Frame Structure | p. 368 |
16.16 Building Five: The Concrete Structure | p. 374 |
16.17 Building Five: Alternative Floor Structure | p. 398 |
Glossary | p. 401 |
Study Aids | p. 405 |
Terms | p. 405 |
Questions | p. 408 |
Answers to Questions | p. 411 |
Answers to Exercise Problems | p. 415 |
References | p. 419 |
Index | p. 421 |