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ACI 318-05 and PCA Notes on CD-ROM

 ACI 318-05 and PCA Notes on CD-ROM
Item #: 180-4870-05
Author: ACI
Publisher: ACI
Format: CD-ROM
 Your Price: $239.95
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The code portion of this document covers the design and construction of structural concrete used in buildings and where applicable in nonbuilding structures. Among the subjects covered are: drawings and specifications; inspection; materials; durability requirements; concrete quality, mixing and placing; formwork; embedded pipes; construction joints; reinforcement details; analysis and design; strength and serviceability; flexural and axial loads; shear and torsion; development and splices of reinforcement; slab systems; walls; footings; precast concrete; composite flexural members; prestressed concrete; shells and folded plate members; strength evaluation of existing structures; special provisions for seismic design; structural plain concrete; strut-and-tie modeling in Appendix A; alternative design provisions in Appendix B; alternative load and strength-reduction factors in Appendix C; and anchoring to concrete in Appendix D.

The quality and testing of materials used in construction are covered by reference to the appropriate ASTM standard specifications. Welding of reinforcement is covered by reference to the appropriate ANSI/AWS standard. Uses of the code include adoption by reference in general building codes, and earlier editions have been widely used in this manner. The code is written in a format that allows such reference without change to its language. Therefore, background details or suggestions for carrying out the requirements or intent of the code portion cannot be included. The commentary is provided for this purpose.

Some of the considerations of the committee in developing the code portion are discussed within the commentary, with emphasis given to the explanation of new or revised provisions. Much of the research data referenced in preparing the code is cited for the user desiring to study individual questions in greater detail. Other documents that provide suggestions for carrying out the requirements of the code are also cited.

ACI 318-05 and PCA Notes on CD-ROM - Table of Contents:

  • Introduction

  • General Requirements

    • Scope

    • Drawings and specifications

    • Inspection

    • Approval of special systems of design or construction

  • Notation and Definitions

    • Notation

    • Definitions

  • Materials

    • Tests of materials

    • Cements

    • Aggregates

    • Water

    • Steel reinforcement

    • Admixtures

    • Storage of materials

    • Referenced standards

  • Durability Requirements

    • Water-cementitious material ratio

    • Freezing and thawing exposures

    • Sulfate exposures

    • Corrosion protection of reinforcement

  • Concrete Quality, Mixing, and Placing

    • General

    • Selection of concrete proportions

    • Proportioning on the basis of field experience or trial mixtures, or both

    • Proportioning without field experience or trial mixtures

    • Average strength reduction

    • Evaluation and acceptance of concrete

    • Preparation of equipment and place of deposit

    • Mixing

    • Conveying

    • Depositing

    • Curing

    • Cold weather requirements

    • Hot weather requirements

  • Formwork, Embedded Pipes, and Construction Joints

    • Design of formwork

    • Removal of forms, shores, and reshoring

    • Conduits and pipes embedded in concrete

    • Construction joints

  • Details of Reinforcement

    • Standard hooks

    • Minimum bend diameters

    • Bending

    • Surface conditions of reinforcement

    • Placing reinforcement

    • Spacing limits for reinforcement

    • Concrete protection for reinforcement

    • Special reinforcement details for columns

    • Connections

    • Lateral reinforcement for compression members

    • Lateral reinforcement for flexural members

    • Shrinkage and temperature reinforcement

    • Requirements for structural integrity

  • Analysis and Design-General Considerations

    • Design methods

    • Loading

    • Methods of analysis

    • Redistribution of negative moments in continuous flexural members

    • Modulus of elasticity

    • Stiffness

    • Span length

    • Columns

    • Arrangement of live load

    • T-beam construction

    • Joist construction

    • Separate floor finish

  • Strength and Serviceability Requirements

    • General

    • Required strength

    • Design strength

    • Design strength for reinforcement

    • Control of deflections

  • Flexure and Axial Loads

    • Scope

    • Design assumptions

    • General principles and requirements

    • Distance between lateral supports of flexural members

    • Minimum reinforcement of flexural members

    • Distribution of flexural reinforcement in beams and one-way slabs

    • Deep beams

    • Design dimensions for compression members

    • Limits for reinforcement of compression members

    • Slenderness effects in compression members

    • Magnified moments-General 131

    • Magnified moments-Nonsway frames

    • Magnified moments-Sway frames

    • Axially loaded members supporting slab system

    • Transmission of column loads through floor system

    • Composite compression members

    • Bearing strength

  • Shear and Torsion

    • Shear strength

    • Lightweight concrete

    • Shear strength provided by concrete for nonprestressed members

    • Shear strength provided by concrete for prestressed members

    • Shear strength provided by shear reinforcement

    • Design for torsion

    • Shear-friction

    • Deep beams

    • Special provisions for brackets and corbels

    • Special provisions for walls

    • Transfer of moments to columns

    • Special provisions for slabs and footings

  • Development and Splices of Reinforcements

    • Development of reinforcement-General

    • Development of deformed bars and deformed wire in tension

    • Development of deformed bars and deformed wire in compression

    • Development of bundled bars

    • Development of standard hooks in tension

    • Mechanical anchorage

    • Development of welded deformed wire reinforcement in tension

    • Development of welded plain wire reinforcement in tension

    • Development of prestressing strand

    • Development of flexural reinforcement-General

    • Development of positive moment reinforcement

    • Development of negative moment reinforcement

    • Development of web reinforcement

    • Splices of reinforcement-General

    • Splices of deformed bars and deformed wire in tension

    • Splices of deformed bars in compression

    • Special splice requirements for columns

    • Splices of welded deformed wire reinforcement in tension

    • Splices of welded plain wire reinforcement in tension

  • Two-Way Slab Systems

    • Scope

    • Definitions

    • Slab reinforcement

    • Openings in slab systems

    • Design procedures

    • Direct design method

    • Equivalent frame method

  • Walls

    • Scope

    • General

    • Minimum reinforcement

    • Walls designed as compression members

    • Empirical design method

    • Nonbearing walls

    • Walls as grade beams

    • Alternative design of slender walls

  • Footings

    • Scope

    • Loads and reactions

    • Footings supporting circular or regular polygon shaped columns or pedestals

    • Moment in footings

    • Shear in footings

    • Development of reinforcement in footings

    • Minimum footing depth

    • Transfer of force at base of column, wall, or reinforced pedestal

    • Sloped or stepped footings

    • Combined footings and mats

  • Precast Concrete

    • Scope

    • General

    • Distribution of forces among members

    • Member design

    • Structural integrity

    • Connection and bearing design

    • Items embedded after concrete placement

    • Marking and identification

    • Handling

    • Strength evaluation of precast construction

  • Composite Concrete Flexural Members

    • Scope

    • General

    • Shoring

    • Vertical shear strength

    • Horizontal shear strength

    • Ties for horizontal shear

  • Pre-stressed Concrete

    • Scope

    • General

    • Design assumptions

    • Serviceability requirements-Flexural members

    • Permissible stresses in prestressing steel

    • Loss of prestress

    • Flexural strength

    • Limits for reinforcement of flexural members

    • Minimum bonded reinforcement

    • Statically indeterminate structures

    • Compression members-Combined flexure and axial loads

    • Slab systems

    • Post-tensioned tendon anchorage zones

    • Design of anchorage zones for monostrand or single 5/8 in. diameter bar tendons

    • Design of anchorage zones for multistrand tendons

    • Corrosion protection for unbonded tendons

    • Post-tensioning ducts

    • Grout for bonded tendons

    • Protection for prestressing steel

    • Application and measurement of prestressing force

    • Post-tensioning anchorages and couplers

    • External post-tensioning

  • Shells and Folded Plate Members

    • Scope and definitions

    • Analysis and design

    • Design strength of materials

    • Shell reinforcement

    • Construction

  • Strength Evaluation of Existing Structures

    • Strength evaluation-General

    • Determination of required dimensions and material properties

    • Load test procedure

    • Loading criteria

    • Acceptance criteria

    • Provision for lower load rating

    • Safety

  • Special Provisions for Seismic Design

    • Definitions

      • Building Code and Commentary

    • General requirements

    • Flexural members of special moment frames

    • Special moment frame members subjected to bending and axial load

    • Joints of special moment frames

    • Special moment frames constructed using precast concrete

    • Special reinforced concrete structural walls and coupling beams

    • Special structural walls constructed using precast concrete

    • Special diaphragms and trusse 330

    • Foundations

    • Members not designated as part of the lateral-force-resisting system

    • Requirements for intermediate moment frames

    • Intermediate precast structural walls

  • Structural Plain Concrete

    • Scope

    • Limitations

    • Joints

    • Design method

    • Strength design

    • Walls

    • Footings

    • Pedestals

    • Precast members

    • Plain concrete in earthquake-resisting structures

  • Appendix A: Strut-and-Tie Models

    • A.1-Definitions

    • A.2-Strut-and-tie model design procedure

    • A.3-Strength of struts

    • A.4-Strength of ties

    • A.5-Strength of nodal zones

  • Appendix B: Alternative Provisions for Reinforced and Pre-Stressed Concrete Flexural and Compression Members

    • B.1-Scope

  • Appendix C: Alternative Load and Strength Reduction Factors

    • C.1-General

    • C.2-Required strength

    • C.3-Design strength

  • Appendix D: Anchoring to Concrete

    • D.1-Definitions

    • D.2-Scope

    • D.3-General requirements

    • D.4-General requirements for strength of anchors

    • D.5-Design requirements for tensile loading

    • D.6-Design requirements for shear loading

    • D.7-Interaction of tensile and shear forces

    • D.8-Required edge distances, spacings, and thicknesses to preclude splitting failure

    • D.9-Installation of anchors

  • Appendix E: Steel Reinforcement Information

  • Commentary References

  • Index
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