SP-066(04)
ACI Detailing Manual
2004, 212 pp.
$161.50

The 2004 edition of this must-have resource provides answers to many detailing questions asked by design engineers, architects, contractors, detailers, and engineering students. It is divided into three sections including “Details and Detailing of Concrete Reinforcement (ACI 315-99),” “Manual of Engineering and Placing Drawings for Reinforced Concrete Structures (ACI 315R-04),” and supporting reference data. Section 1 defines responsibilities for architects, engineers, and detailers and establishes standards of practice for both structural and placing drawings. Section 2 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. Supporting reference data in Section 3 includes specific chapters on reinforcing bars, wires, bar supports, spirals, mathematical formulas and tables, and common symbols and abbreviations.

Contents:
DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (315-99)

Part A—Responsibilities of the architect/engineer

Chapter 1—Structural drawings, p. 315-2

1.1—General

1.2—Drawing standards

1.3—Structural drawings—Buildings and other structures

1.4—Structural drawings—Highway and transportation

structures

Chapter 2—Standards of practice, p. 315-3

2.1—General

2.2—Tolerances

2.3—Bar lengths

2.4—Hooks and bends

2.5—Beams and girders

2.6—Columns

2.7—Development and splices of reinforcing steel

2.8—Joint details

2.9—Reinforcing steel supports

2.10—Special details for seismic design of frames, joints,

walls, diaphragms, and two-way slabs

2.11—Corrosion-resistant coatings for reinforcing steel

Part B—Responsibilities of the detailer

Chapter 3—Placing drawings, p. 315-10

3.1—Definition

3.2—Scope

3.3—Procedure

3.4—Drawing standards

3.5—Building drawings

3.6—Highway drawings

3.7—Detailing to fabricating standards

Chapter 4—Fabricating practice standards, p. 315-15

4.1—Fabrication

4.2—Extras

4.3—Tolerances

Chapter 5—Supports for reinforcing steel, p. 315-16

5.1—General

5.2—Types of bar supports

5.3—Side form spacers and beam bolsters

5.4—Placing reinforcing steel supports

Chapter 6—Computer-assisted detailing, p. 315-16

6.1—Use of computers in detailing

6.2—Placing drawings

6.3—Ordering procedures

Chapter 7—Recommended practices for location

of bars designated only by size/spacing, p. 315-17

Chapter 8—Glossary, p. 315-17

Chapter 9—References, p. 315-18

9.1—Reference standards

9.2—Cited references

MANUAL OF STRUCTURAL AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES (ACI 315R-04)

S-1—Foundations (Structural Drawing) ........................... 48

P-1—Foundations (Placing Drawing)............................... 50

P-1A—Foundations (Placing Drawing)............................ 52

S-2—Columns (Structural Drawing) ................................ 54

P-2—Columns (Placing Drawing) .................................... 56

S-3—One-Way Concrete Joist Floor

(Structural Drawing) .................................................. 58

P-3—One-Way Concrete Joist Floor (Placing Drawing) . 60

S-4—Flat Slab Floor (Structural Drawing)....................... 62

P-4—Flat Slab Floor (Placing Drawing) .......................... 64

S-5—Flat Plate Slab Floor (Structural Drawing).............. 66

P-5—Flat Plate Slab Floor (Placing Drawing................... 68

S-6—Beam and Girder Framing (Structural Drawing)..... 70

P-6—Beam and Girder Framing (Placing Drawing) ........ 72

SP-7A—Slipform Concrete Walls (Combined

Structural-Placing Drawing ....................................... 74

SP-7B—Slipform Concrete Walls (Combined

Structural-Placing Drawing ....................................... 76

S-8—Turbine Pedestal (Structural Drawing).................... 78

P-8—Turbine Pedestal (Placing Drawing) ....................... 80

S-9—Foundations—CAD Generated

(Structural Drawing) .................................................. 82

P-9—Foundations—Cad Generated

(Placing Drawing)...................................................... 84

S-10—Seismic Frame Beams, Flat Plate Floor

(Structural Drawing) .................................................. 86

P-10—Seismic Frame Beams, Flat Plate Floor

(Placing Drawing)...................................................... 88

TYPICAL DRAWINGS FOR

HIGHWAY STRUCTURES

H-1—Slab Bridge—General............................................. 92

H-1A—Slab Bridge Abutment Details ............................. 94

H-1B—Slab Bridgebent Details........................................ 96

H-1C—Slab Bridge Deck Slab and Parapet Details ......... 98

H-2—Precast AASHTO I-Beam Sections—General ..... 100

H-2A—Precast AASHTO I-Beam Sections—

Reinforcing Steel ..................................................... 102

H-2B—Precast AASHTO I-Beam Sections—Pretensioned

Strands (40 to 55 ft Spans)....................................... 104

H-2C—Precast AASHTO I-Beam Sections—Pretensioned

Strands (60 to 80 ft Spans)....................................... 106

H-2D—Precast AASHTO I-Beam Sections—Pretensioned

Strands (90 to 120 ft Spans)..................................... 108

H-2E—Precast AASHTO I-Beam Sections—Post-Tensioned

Strands (60 to 90 ft Spans) ..................... 110

H-2F—Precast AASHTO I-Beam Sections—Post-Tensioned

Strands (90 to 120 ft Spans) ................... 112

H-3—Precast/Prestressed Concrete I-Beam

Bridge—General ...................................................... 114

H-3A—Precast/Prestressed Concrete I-Beam Bridge—

Abutment Details ..................................................... 116

H-3B—Precast/Prestressed Concrete I-Beam Bridge—

Bent Details.............................................................. 118

H-3C—Precast/Prestressed Concrete I-Beam Bridge—

Framing Plan and Deck Slab Details ....................... 120

H-3D—Precast/Prestressed Concrete I-Beam Bridge—

Beam Details ............................................................ 122

H-3E—Precast/Prestressed Concrete I-Beam Bridge—

Approach Slab and Reinforcing Steel Schedule ...... 124

H-4—Rolled Beam Bridge—General ............................. 126

H-4A—Rolled Beam Bridge—Abutment Details........... 128

H-4B—Rolled Beam Bridge—Bent Details ................... 130

H-4C—Rolled Beam Bridge Deck—Slab Details .......... 132

H-5—Precast Pretensioned Box Sections—General....... 134

H-5A—Precast Pretensioned Box Sections—Details ..... 136

H-6—Post-Tensioned Concrete Box Girder

Bridge—General ...................................................... 138

H-6A—Post-Tensioned Concrete Box Girder

Bridge—Abutment Details....................................... 140

H-6B—Post-Tensioned Concrete Box Girder—

Bridgebent Details.................................................... 142

H-6C—Post-Tensioned Concrete Box Girder Bridge—

Girder Details ........................................................... 144

H-6D—Post-Tensioned Concrete Box Girder—Slab

and Girder Reinforcement........................................ 146

H-6E—Post-Tensioned Concrete Box Girder Bridge—

Miscellaneous Details .............................................. 148

H-6F—Post-Tensioned Concrete Box Girder Bridge—

Approach Slab.......................................................... 150

HE-7—Box Culvert (Structural Drawing) ...................... 152

HP-7—Culvert (Placing Drawing).................................. 154

H-8—Cantilevered Retaining Wall—Type 1 (1200 to

9100 mm Heights).................................................... 156

H-8A—Cantilevered Retaining Wall—Type 1 (9700 to

10,900 mm Heights)................................................. 158

H-8B—Cantilevered Retaining Wall—Type 1A (1200 to

3600 mm Heights).................................................... 160

H-8C—Cantilevered Retaining Wall—Type 2 (1800 to

6700 mm Heights).................................................... 162

H-8D—Cantilevered Retaining Wall—Details............... 164

SUPPORTING REFERENCE DATA

Chapter 1—Reinforcing bars, p. 168

1.1—Bar specifications

1.2—Welding of bars

1.3—Overall bar diameter

1.4—ACI standard fabricating tolerances for nominally

square saw-cut bar ends

1.5—Coated reinforcing bars

1.6—ASTM specifications for coated bars

1.7—Design data for reinforcing bars

1.8—Detailing data for reinforcing bars

Table 1—Designations, weights, dimensions, and defor-mation

requirements of standard ASTM reinforcing bars,

p. 168

Table 2—ASTM specifications—bar sizes, grades, and

requirements for strength in tension, elongation, and

bending, p. 169

Table 3—Overall diameter of reinforcing bars, p. 169

Table 4—Maximum gap and end deviation, p. 169

Table 5—Areas (in.2 /ft) for various bar sizes and spacings,

p. 171

Table 6—Bundled bars for longitudinal column reinforce-ment,

p. 171

Table 7(a) and (b)—Tension development and lap-splice

lengths for uncoated reinforcing bars, p. 172

Table 8(a) and (b)—Tension development and lap-splice

lengths for epoxy-coated reinforcing bars, p. 173

Table 9—Tension embedment lengths for standard end

hooks, p. 174

Table 10—Compression embedment and lap-splice lengths

for reinforcing bars, p. 174

Table 11—Maximum arc length for shipping reinforcing bars,

p. 175

Table 12—Maximum right angle leg for shipping reinforcing

bars, p. 175

Chapter 2—Wires and welded wire fabric, p. 177

2.1—Introduction

2.2—Designation of wire size

2.3—Styles of welded wire fabric

2.4—Epoxy-coated wires and welded wire fabric

2.5—Dimensions of welded wire fabric

2.6—Design data for welded wire fabric

Table 13—Specifications for wire and welded wire

fabric, p. 177

Table 14—Minimum requirements of wire in welded

wire fabric, p. 177

Table 15—Common styles of welded wire fabric, p. 177

Table 16—Sectional areas of welded wire fabric, p. 179

Table 17—Tension development and lap-splice lengths

for plain welded wire fabric, p. 180

Table 18—Tension development lengths for deformed

welded wire fabrics, p. 181

Table 19—Lap-splice lengths for deformed welded

wire fabric, p. 182

Table 20—Tension development and lap-splice lengths

for deformed wire, p. 183

Chapter 3—Bar supports, p. 184

3.1—General

3.2—Side-form-spacers

3.3—Nonstandard bar supports

3.4—CRSI bar-support recommendations

Chapter 4—Spirals, p. 200

4.1—Purpose

4.2—Definitions

4.3—Reinforcement recommendations

4.4—Size and pitch recommendations

4.5—Spacer recommendations

4.6—Weight (mass) of spirals

Table 21—Recommended spirals for circular columns, p. 200

Table 22—Suggested guidelines for spiral spacers, p. 200

Table 23(a)—Weight (mass) of #3 (#10) spirals, p. 201

Table 23(b)—Weight (mass) of #4 (#13) spirals, p. 201

Table 23(c)—Weight (mass) of #5 (#16) spirals, p. 202

Chapter 5—Mathematical tables and formulas, p. 203

5.1—Properties of the circle

5.2—Trigonometric formulas

Chapter 6 — Common symbols and abbreviations, p. 205

6.1—Organizations

6.2—Stress and force designations

6.3—Structural steel designations

6.4—Bar supports

6.5—Parts of a structure (used in marks for structural

members)

6.6—Common abbreviations

Chapter 7—References, p. 207

7.1—Referenced standards and reports