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ACI MCP  
   

2008 Manual of Concrete Practice

Part 5— ACI 362.1R-97 to ACI 503.7-07

Order Code:
MCP508.WEB
$196.50 (ACI members $118.00)


 

Order Form in PDF format Telephone orders: (248) 848-3800

 

  • 362.1R-97(Reapproved 2002) — Guide for the Design of Durable Parking Structures

  • 362.2R-00 (Reapproved 2005) — Guide for Structural Maintenance of Parking Structures

  • 363R-92 (Reapproved 1997) — Report on High-Strength Concrete

  • 363.2R-98 — Guide to Quality Control and Testing of High-Strength Concrete

  • 364.1R-07 — Guide for Evaluation of Concrete Structures before Rehabilitation

  • 365.1R-00 Service-Life Prediction

  • 371R-98 (Reapproved 2003) — Guide for the Analysis, Design, and Construction of Concrete-Pedestal Water Towers

  • 372R-03 — Design and Construction of Circular Wire- and Strand-Wrapped Prestressed-Concrete Structures

  • 373R-97 —  Design and Construction of Circular Prestressed Concrete Structures with Circumferential Tendons

  • 374.1-05 — Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary

  • 408R-03 — Bond and Development of Straight Reinforcing Bars in Tension

  • 408.2R-92 (Reapproved 2005) — Bond under Cyclic Loads (Abstract only)

  • 408.3-01/408.3R-01 — Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension (ACI 408.3-01) and Commentary

  • 421.1R-99 (Reapproved 2006) — Shear Reinforcement for Slabs

  • 421.2R-07 — Seismic Design of Punching Shear Reinforcement in Flat Plates 

  • 423.3R-05 — Recommendations for Concrete Members Prestressed with Unbonded Tendons

  • 423.4R-98 — Corrosion and Repair of Unbonded Single Strand Tendons

  • 423.5R-99 — Report on Partially Prestressed Concrete

  • 423.6-01/423.6R-01 — Specification for Unbonded Single-Strand Tendons (ACI 423.6-01) and Commentary

  • 435R-95 (Reapproved 2000) — Control of Deflection in Concrete Structures

  • 435.7R-85 (Reapproved 1997) — Report on Temperature-Induced Deflections of Reinforced Concrete Members

  • 435.8R-85 (Repproved 1997) —Observed Deflections of Reinforced Concrete Slab Systems, and Causes of Large Deflections (Synopsis only)

  • 437R-03 — Strength Evaluation of Existing Concrete Buildings

  • 437.1R-07 —Load Tests of Concrete Structures: Methods, Magnitude, Protocols, and Acceptance Criteria

  • 439.3R-07 —  Types of Mechanical Splices for Reinforcing Bars

  • 440R-07 — Report on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures

  • 440.1R-06 — Guide for the Design and Construction of Concrete Reinforced with FRP Bars

  • 440.2R-02 — Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures

  • 440.3R-04 — Guide Test Methods for Fiber-Reinforced Polymers (FRPs) for Reinforcing or Strengthening Concrete Structures 

  •  440.4R-04 — Prestressing Concrete Structures with FRP Tendons  

  •  441R-96 — High Strength Concrete Columns

  • 445R-99 —  Recent Approaches to Shear Design of Structural Concrete

  • 446.1R-91(Reapproved 1999) — Fracture Mechanics of Concrete: Concepts, Models and Determination of Materials Properties (Abstract only)

  • 446.3R-97 — Finite Element Analysis of Fracture in Concrete Structures

  • 446.4R-04 — Report on Dynamic Fracture of Concrete 

  • 503R-93 (Reapproved 1998) — Use of Epoxy Compounds with Concrete

  • 503.1-92 (Reapproved 2003) — Standard Specification for Bonding Hardened Concrete, Steel, Wood, Brick, and other Materials to Hardened Concrete with a Multi-Component Epoxy Adhesive

  • 503.2-92 (Reapproved 2003) — Standard Specification for Bonding Plastic Concrete to Hardened Concrete with a Multi-Component Epoxy Adhesive

  • 503.3-92 (Reapproved 2003) — Standard Specification for Producing a Skid-Resistant Surface on Concrete by the Use of a Multi-Component Epoxy System

  • 503.4-92 (Reapproved 2003) — Standard Specification for Repairing Concrete with Epoxy Mortars

  • 503.5R-92 (Reapproved 2003) — Guide for the Selection of Polymer Adhesives with Concrete

  • 503.6R-97(Reapproved 2003) — Guide for the Application of Epoxy and Latex Adhesives for Bonding Freshly Mixed and Hardened Concretes

  • 503.7-07 — Specification for Crack Repair by Epoxy Injection