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ACI Detailing Manual


Detailing Manual

ACI Detailing Manual

Detailing Manual

Product Details
ACI Detailing Manual-2004 SP6604 (ACI-SP-66(04)) is a must-have resource and reference that provides answers to many drawing detailing questions asked by design engineers, architects, contractors, detailers, drafters, and engineering students. It is divided into three sections as follows:

"Details and Detailing of Concrete Reinforcement (ACI 315-99)
"Manual of Engineering and Placing Drawings for Reinforced Concrete Structures (ACI 315R-04)
Supporting References

ACI Detailing Manual-2004 establishes standards of practice for both structural and placing drawings and defines responsibilities for:

Architects
Engineers
Detailer / Drafter


ACI Detailing Manual-2004 also illustrates methods for presenting necessary design information through 50 oversized, fold-out drawings of highway and non-highway structures. Structural drawings conform to "Building Code Requirements for Structural Concrete (ACI 318-02/318R-02) and all drawings were prepared with the assistance of the Federal Highway Administration, California Department of Transportation, and Concrete Reinforcing Steel Institute. ACI Detailing Manual-2004 SP6604 (ACI-SP-66(04)) has supporting reference data for reinforcing bars, wires, bar supports, spirals, mathematical formulas and tables, and common symbols and abbreviations.

The table of contents for ACI Detailing Manual-2004 SP6604 (ACI-SP-66(04)) is as follows:

DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (315-99)
Part AResponsibilities of the architect/engineer
Chapter 1Structural drawings
1.1General
1.2Drawing standards
1.3Structural drawingsBuildings and other structures
1.4Structural drawingsHighway and transportation structures
Chapter 2Standards of practice
2.1General
2.2Tolerances
2.3Bar lengths
2.4Hooks and bends
2.5Beams and girders
2.6Columns
2.7Development and splices of reinforcing steel
2.8Joint details
2.9Reinforcing steel supports
2.10Special details for seismic design of frames, joints, walls, diaphragms, and two-way slabs
2.11Corrosion-resistant coatings for reinforcing steel
Part BResponsibilities of the detailer
Chapter 3Placing drawings
3.1Definition
3.2Scope
3.3Procedure
3.4Drawing standards
3.5Building drawings
3.6Highway drawings
3.7Detailing to fabricating standards
Chapter 4Fabricating practice standards
4.1Fabrication
4.2Extras
4.3Tolerances
Chapter 5Supports for reinforcing steel
5.1General
5.2Types of bar supports
5.3Side form spacers and beam bolsters
5.4Placing reinforcing steel supports
Chapter 6Computer-assisted detailing
6.1Use of computers in detailing
6.2Placing drawings
6.3Ordering procedures
Chapter 7Recommended practices for location of bars designated only by size/spacing
Chapter 8Glossary
Chapter 9References,
9.1Reference standards
9.2Cited references
MANUAL OF STRUCTURAL AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES (ACI 315R-04)
S-1Foundations (Structural Drawing)
P-1Foundations (Placing Drawing)
P-1AFoundations (Placing Drawing)
S-2Columns (Structural Drawing)
P-2Columns (Placing Drawing)
S-3One-Way Concrete Joist Floor (Structural Drawing)
P-3One-Way Concrete Joist Floor (Placing Drawing)
S-4Flat Slab Floor (Structural Drawing)
P-4Flat Slab Floor (Placing Drawing)
S-5Flat Plate Slab Floor (Structural Drawing)
P-5Flat Plate Slab Floor (Placing Drawing)
S-6Beam and Girder Framing (Structural Drawing)
P-6Beam and Girder Framing (Placing Drawing)
SP-7ASlipform Concrete Walls (Combined Structural-Placing Drawing
SP-7BSlipform Concrete Walls (Combined Structural-Placing Drawing
S-8Turbine Pedestal (Structural Drawing)
P-8Turbine Pedestal (Placing Drawing)
S-9FoundationsCAD Generated (Structural Drawing)
P-9FoundationsCad Generated (Placing Drawing)
S-10Seismic Frame Beams, Flat Plate Floor (Structural Drawing)
P-10Seismic Frame Beams, Flat Plate Floor (Placing Drawing)
TYPICAL DRAWINGS FOR HIGHWAY STRUCTURES
H-1Slab BridgeGeneral
H-1ASlab Bridge Abutment Details
H-1BSlab Bridge bent Details
H-1CSlab Bridge Deck Slab and Parapet Details
H-2Precast AASHTO I-Beam SectionsGeneral
H-2APrecast AASHTO I-Beam Sections Reinforcing Steel
H-2BPrecast AASHTO I-Beam SectionsPretensioned Strands (40 to 55 ft Spans)
H-2CPrecast AASHTO I-Beam SectionsPretensioned Strands (60 to 80 ft Spans)
H-2DPrecast AASHTO I-Beam SectionsPretensioned Strands (90 to 120 ft Spans)
H-2EPrecast AASHTO I-Beam SectionsPost-Tensioned Strands (60 to 90 ft Spans)
H-2FPrecast AASHTO I-Beam SectionsPost-Tensioned Strands (90 to 120 ft Spans)
H-3Precast/Prestressed Concrete I-Beam BridgeGeneral
H-3APrecast/Prestressed Concrete I-Beam BridgeAbutment Details
H-3BPrecast/Prestressed Concrete I-Beam BridgeBent Details
H-3CPrecast/Prestressed Concrete I-Beam BridgeFraming Plan and Deck Slab Details
H-3DPrecast/Prestressed Concrete I-Beam BridgeBeam Details
H-3EPrecast/Prestressed Concrete I-Beam BridgeApproach Slab and Reinforcing Steel Schedule
H-4Rolled Beam BridgeGeneral
H-4ARolled Beam BridgeAbutment Details.
H-4BRolled Beam BridgeBent Details
H-4CRolled Beam Bridge DeckSlab Details
H-5Precast Pretensioned Box SectionsGeneral.
H-5APrecast Pretensioned Box SectionsDetails
H-6Post-Tensioned Concrete Box Girder BridgeGeneral
H-6APost-Tensioned Concrete Box Girder BridgeAbutment Details
H-6BPost-Tensioned Concrete Box GirderBridgebent Details
H-6CPost-Tensioned Concrete Box Girder BridgeGirder Details
H-6DPost-Tensioned Concrete Box GirderSlab and Girder Reinforcement
H-6EPost-Tensioned Concrete Box Girder BridgeMiscellaneous Details
H-6FPost-Tensioned Concrete Box Girder BridgeApproach Slab
HE-7Box Culvert (Structural Drawing)
HP-7Culvert (Placing Drawing)
H-8Cantilevered Retaining WallType 1 (1200 to 9100 mm Heights)
H-8ACantilevered Retaining WallType 1 (9700 to 10,900 mm Heights)
H-8BCantilevered Retaining WallType 1A (1200 to 3600 mm Heights).
H-8CCantilevered Retaining WallType 2 (1800 to 6700 mm Heights)
H-8DCantilevered Retaining WallDetails
SUPPORTING REFERENCE DATA
Chapter 1Reinforcing bars
1.1Bar specifications
1.2Welding of bars
1.3Overall bar diameter
1.4ACI standard fabricating tolerances for nominally square saw-cut bar ends
1.5Coated reinforcing bars
1.6ASTM specifications for coated bars
1.7Design data for reinforcing bars
1.8Detailing data for reinforcing bars
Chapter 2Wires and welded wire fabric
2.1Introduction
2.2Designation of wire size
2.3Styles of welded wire fabric
2.4Epoxy-coated wires and welded wire fabric
2.5Dimensions of welded wire fabric
2.6Design data for welded wire fabric
Chapter 3Bar supports
3.1General
3.2Side-form-spacers
3.3Nonstandard bar supports
3.4CRSI bar-support recommendations
Chapter 4Spirals
4.1Purpose
4.2Definitions
4.3Reinforcement recommendations
4.4Size and pitch recommendations
4.5Spacer recommendations
4.6Weight (mass) of spirals
Chapter 5Mathematical tables and formulas
5.1Properties of the circle
5.2Trigonometric formulas
Chapter 6 Common symbols and abbreviations
6.1Organizations
6.2Stress and force designations
6.3Structural steel designations
6.4Bar supports
6.5Parts of a structure (used in marks for structural members)
6.6Common abbreviations
Chapter 7References, p. 207
7.1Referenced standards and reports



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27-06-2014, 04:09 PM
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19-02-2017, 06:46 AM
almrer
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thank you very much

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