Design of Low Rise Reinforced Concrete Buildings

 

        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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