ACI 435.7R-85-State of the Art Report on Temperature-Included Deflections of Reinforced Concrete Members

ACI 435.7R-85-State of the Art Report on Temperature-Included Deflections of Reinforced Concrete Members

Included in this publication are reports on temperature-induced deflections and observed deflections of reinforced concrete slab systems; measured and long-term deformations; deflection analysis of cable-stayed

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ACI 423.6R-01-Specification for Unbonded Single-Strand Tendons and Commentary

ACI 423.6R-01-Specification for Unbonded Single-Strand Tendons and Commentary

Specification for Unbonded Single-Strand Tendons and Commentary (ACI 423.6/423.6R-01) is a reference specification for unbonded single-strand tendons, and gives detailed requirements for fabrication and installation

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ACI 423.5R-99-State of the Art Report on Partially Prestressed Concrete

ACI 423.5R-99-State of the Art Report on Partially Prestressed Concrete

Partially prestressed concrete construction uses prestressed reinforcement or a combination of prestressed and nonprestressed reinforcement. Partially prestressed concrete falls between the limiting cases of conventionally

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

This report gives general information regarding the evaluation corrosion damage in structures reinforced with unbonded single strand post-tensioning tendons. Historical development of those parts of

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ACI 423.3R-96-Recommendations for Concrete Members Prestressed with Unbonded Tendons

ACI 423.3R-96-Recommendations for Concrete Members Prestressed with Unbonded Tendons

1) Develop guide to estimating prestress losses; 2) Develop a report on sustainability of prestressed concrete; 3) Update “Recommendations for Concrete Members Prestressed with Unbonded

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ACI 421.1R-99-Shear Reinforcement for Slabs

ACI 421.1R-99-Shear Reinforcement for Slabs

Tests have established that punching shear in slabs can be effectively resisted by reinforcement consisting of vertical rods mechanically anchored at top and bottom of

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ACI 408.3R-01-Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension

ACI 408.3R-01-Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension

ACI 408.3-01 (formerly ITG-2-98), Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension, helps designers take advantage of the improved bond

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ACI 408.2R-92-State of the Art Report-Bond under Cyclic Loads

ACI 408.2R-92-State of the Art Report-Bond under Cyclic Loads

This state-of-the-art report summarizes the most recent background on bond behavior under cyclic loads. The report provides a background to bond problems, discusses the main

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ACI 365.1R-00-Service Life Prediction State of the Art Report

ACI 365.1R-00-Service Life Prediction State of the Art Report

This report presents current information on the service-life prediction of concrete structures, and is important to both the owner and design professional. Important service-life factors

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ACI 364.1R-94-Guide for Evaluation of Concrete Structures Prior to Rehabilitation

ACI 364.1R-94-Guide for Evaluation of Concrete Structures Prior to Rehabilitation

Provides a source of information on the evaluation of concrete structures (except those subject to seismic effects) prior to rehabilitation. Procedures should be used as

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

The special quality control and testing needed to measure reliably the strength of specimens of high-strength concrete and to achieve high-strength concrete consistently are discussed.

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ACI 362.1R-97-Guide for the Design of Durable Parking Structures

ACI 362.1R-97-Guide for the Design of Durable Parking Structures

This guide is a summary of practical information regarding design of parking structures for durability. It also includes information about design issues related to parking

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