ACI Detailing Manual-2004 SP-66(04)

Description

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.
Keywords: beams (supports); bending (reinforcing steels); bridges (structures); buildings; columns (supports); computers; concrete construction; concrete slabs; detailing; drafting (drawing); engineering drawings; fabrication; floor systems; foundations; hooked reinforcement; precast concrete; prestressed concrete; reinforced concrete; reinforcing steels; splicing; stirrups; structural design; ties (reinforcement); tolerances (mechanics); walls; welded wire fabric.

Document Details

Publication Year: 2004
Pages: 219
ISBN: 9780870317378
Categories: Detailing
Formats: Printed Document

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

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