In this book explain about Reinforced Concrete Design that complied with ACI 318-08 (American Concrete Institute) for Building Code and IBC 2009 (International Building Code ), ASCE/SEI 7-05 (Association Society of Civil Engineers/Structural Engineer Institute ) for Wind load that included flowchart, Examples and Problems. Now you can consider with list of content below.
Title: Design of Low Rise Reinforced Concrete Buildings by David A. Fanella, Ph.D. S.E, P.E, F.ASCE
Page Number: 384 pages
File type: pdf
File size: 5.37 MB
Permission: available downloading go to bottom of page.
Content of this book
CHAPTER 1 – INTRODUCTION ....................................................................... 1-1
1.1 OVERVIEW ............................................................................................... 1-1
1.2 SCOPE ...................................................................................................... 1-1
1.3 REFERENCES .......................................................................................... 1-4
CHAPTER 2 – FLOOR SYSTEMS .................................................................... 2-1
2.1 INTRODUCTION ....................................................................................... 2-1
2.2 GENERAL CONSIDERATIONS ................................................................ 2-1
2.3 FLOOR SYSTEMS .................................................................................... 2-2
2.3.1 Flat Plate System ............................................................................ 2-2
2.3.2 Flat Slab System ............................................................................. 2-6
2.3.3 Beam-Supported Slab System ........................................................ 2-8
2.3.4 One-Way Joist System .................................................................... 2-9
CHAPTER 3 – LATERAL SYSTEMS ................................................................ 3-1
3.1 INTRODUCTION ....................................................................................... 3-1
3.2 RESPONSE OF LOW-RISE BUILDINGS TO LATERAL FORCES ........... 3-1
3.2.1 Response to Wind Forces ............................................................... 3-1
3.2.2 Response to Earthquake Forces ..................................................... 3-3
3.3 SEISMIC DESIGN CATEGORY ................................................................ 3-4
3.4 LATERAL-FORCE-RESISTING SYSTEMS ............................................... 3-5
3.4.1 Bearing Wall Systems ..................................................................... 3-9
3.4.2 Building Frame Systems ............................................................... 3-10
3.4.3 Moment-resisting Frame Systems.................................................3-11
3.4.3 Shear Wall-Frame Interactive Systems ......................................... 3-11
3.4.5 Dual Systems ................................................................................ 3-12
3.5 HORIZONTAL DISTRIBUTION OF LATERAL FORCES ......................... 3-12
3.5.1 Diaphragm Flexibility ..................................................................... 3-13
3.5.2 Stiffness of Lateral-force-resisting Elements ................................. 3-14
3.5.3 Distribution of Lateral Forces ........................................................ 3-21
CHAPTER 4 – DESIGN AND DETAILING FOR SDCS A AND B ..................... 4-1
4.1 GENERAL REQUIREMENTS .................................................................... 4-1
4.1.1 Design and Detailing ....................................................................... 4-1
4.1.2 Load Combinations ......................................................................... 4-2
4.1.3 Materials ......................................................................................... 4-4
4.2 MEMBERS SUBJECTED TO BENDING ................................................... 4-4
4.2.1 Beams and One-way Slabs ............................................................. 4-4
4.2.2 Two-way Slabs .............................................................................. 4-34
4.3 MEMBERS SUBJECTED TO BENDING AND AXIAL FORCES .............. 4-55
4.4 WALLS.....................................................................................................4-60
4.5 FOOTINGS .............................................................................................. 4-69
4.6 EXAMPLES ............................................................................................. 4-78
4.6.1 Example 4.1—Four-story Residential Building .............................. 4-78
4.6.2 Example 4.2—One-story Retail Building ..................................... 4-119
CHAPTER 5 – DESIGN AND DETAILING FOR SDC C ................................... 5-1
5.1 GENERAL REQUIREMENTS .................................................................... 5-1
5.1.1 Design and Detailing ....................................................................... 5-1
5.1.2 Load Combinations ......................................................................... 5-1
5.1.3 Materials ......................................................................................... 5-1
5.1.4 Anchoring to Concrete .................................................................... 5-1
5.2 MEMBERS SUBJECTED TO BENDING ................................................... 5-1
5.2.1 Beams ............................................................................................. 5-1
5.2.2 Two-way Slabs without Beams ..................................................... 5-11
5.3 MEMBERS SUBJECTED TO BENDING AND AXIAL FORCES .............. 5-13
5.4 EXAMPLES ............................................................................................. 5-20
5.4.1 Example 5.1 – Four-story Residential Building..............................5-20
5.4.2 Example 5.2 – One-story Retail Building ....................................... 5-45
CHAPTER 6 – DESIGN AND DETAILING FOR SDCS D, E AND F ................. 6-1
6.1 GENERAL REQUIREMENTS .................................................................... 6-1
6.1.1 Design and Detailing ....................................................................... 6-1
6.1.2 Load Combinations and Strength Reduction Factors ...................... 6-1
6.1.3 Materials ......................................................................................... 6-1
6.1.4 Mechanical and Welded Splices ..................................................... 6-2
6.1.5 Anchoring to Concrete .................................................................... 6-2
6.2 FLEXURAL MEMBERS OF SPECIAL MOMENT FRAMES ...................... 6-3
6.2.1 General Requirements .................................................................... 6-5
6.2.2 Flexural Requirements .................................................................... 6-5
6.2.3 Splice Requirements ....................................................................... 6-6
6.2.4 Transverse Reinforcement Requirements ....................................... 6-8
6.2.5 Shear Requirements ....................................................................... 6-8
6.3 SPECIAL MOMENT FRAME MEMBERS SUBJECTED TO BENDING
AND AXIAL LOAD ................................................................................... 6-18
6.3.1 General Requirements .................................................................. 6-21
6.3.2 Minimum Flexural Strength of Columns ........................................ 6-21
6.3.3 Longitudinal Reinforcement Requirements ................................... 6-22
6.3.4 Transverse Reinforcement Requirements ..................................... 6-23
6.3.5 Shear Requirements ..................................................................... 6-25
6.4 JOINTS OF SPECIAL MOMENT FRAMES ............................................. 6-35
6.4.1 General Requirements .................................................................. 6-37
6.4.2 Transverse Reinforcement Requirements ..................................... 6-37
6.4.3 Shear Requirements ..................................................................... 6-39
6.4.4 Development Length of Bars in Tension ....................................... 6-40
6.5 SPECIAL STRUCTURAL WALLS............................................................6-41
6.5.1 Reinforcement Requirements........................................................6-41
6.5.2 Shear Strength Requirements ....................................................... 6-53
6.5.3 Flexure and Axial Load Requirements .......................................... 6-53
6.5.4 Boundary Element Requirements ................................................. 6-54
6.6 STRUCTURAL DIAPHRAGMSS ............................................................. 6-64
6.6.1 Minimum Thickness Requirements ............................................... 6-65
6.6.2 Reinforcement Requirements........................................................6-65
6.6.3 Flexural Strength Requirements....................................................6-66
6.6.4 Shear Strength Requirements ....................................................... 6-66
6.7 FOUNDATIONS ....................................................................................... 6-66
6.7.1 Requirements for Footings, Foundation Mats and Pile Caps ........ 6-69
6.7.2 Requirements for Grade Beams and Slabs-on-ground ................. 6-69
6.7.3 Requirements for Piles, Piers and Caissons ................................. 6-70
6.8 MEMBERS NOT DESIGNATED AS PART OF THE SEISMIC-FORCERESISTING
SYSTEM .............................................................................. 6-70
6.9 EXAMPLE ................................................................................................ 6-80
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