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ACI ITG 6R 10:2010 Edition

ACI ITG 6R 10:2010 Edition

$56.06

ITG-6R-10 Design Guide for the Use of ASTM A1035/A1035M Grade 100 (690) Steel Bars for Structural Concrete

Published By Publication Date Number of Pages
ACI 2010 94
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This guide provides recommendations on design provisions for the use of ASTM A1035/ASTM1035M Grade 100 (690) deformed steel bars for reinforced concrete members. The recommendations address only those requirements of ACI 318-08 that limit efficient use of such steel bars. Other code requirements are not affected. This guide includes a discussion of the material characteristics of Grade 100 (690) ASTM 1035/A1035M deformed steel bars and recommends design criteria for beams, columns, slab systems, walls, and footings for Seismic Design Category (SDC) A, B, or C, and also for structural components not designated as part of the seismic-force-resisting system for SDC D, E, or F. Keywords: bar; concrete; design; guide; high-strength steel; structural.

PDF Catalog

PDF Pages PDF Title
3 CONTENTS
CONTENTS
4 CHAPTER 1— INTRODUCTION
CHAPTER 1— INTRODUCTION
1.1— Objective
1.1— Objective
1.2—Scope
1.2—Scope
1.3—Historical perspective and background
1.3—Historical perspective and background
6 1.4—Availability
1.4—Availability
CHAPTER 2— NOTATION AND DEFINITIONS
CHAPTER 2— NOTATION AND DEFINITIONS
2.1— Notation
2.1— Notation
7 2.2—Definitions
2.2—Definitions
CHAPTER 3— MATERIAL PROPERTIES
CHAPTER 3— MATERIAL PROPERTIES
3.1— Introduction
3.1— Introduction
3.2—Weights, dimensions, and deformations
3.2—Weights, dimensions, and deformations
3.3—Specified tensile properties
3.3—Specified tensile properties
8 3.4—Actual tensile properties
3.4—Actual tensile properties
10 3.5—Actual compressive properties
3.5—Actual compressive properties
3.6—Chemical composition
3.6—Chemical composition
11 CHAPTER 4— BEAMS
CHAPTER 4— BEAMS
4.1— Introduction
4.1— Introduction
4.2—Flexural strength
4.2—Flexural strength
12 4.3—Tension- and compression-controlled limits
4.3—Tension- and compression-controlled limits
4.3.1 Historical
4.3.1 Historical
4.3.2 Tension- and compression-controlled strain limits
4.3.2 Tension- and compression-controlled strain limits
4.3.3 Strain limits for sections with ASTM A1035/A1035M bar
4.3.3 Strain limits for sections with ASTM A1035/A1035M bar
4.3.4 Simplified design strain limits
4.3.4 Simplified design strain limits
13 4.4—Strength reduction factor
4.4—Strength reduction factor
4.5—Stress in steel due to flexure
4.5—Stress in steel due to flexure
4.6—Compression stress limit
4.6—Compression stress limit
4.7—Moment redistribution
4.7—Moment redistribution
14 4.8—Deflection
4.8—Deflection
4.9—Crack control
4.9—Crack control
4.9.1 Historical
4.9.1 Historical
15 4.9.2 Crack widths
4.9.2 Crack widths
4.9.3 ACI 318-99 revisions
4.9.3 ACI 318-99 revisions
4.9.4 Applicability with ASTM A1035/A1035M bars
4.9.4 Applicability with ASTM A1035/A1035M bars
4.10—Minimum reinforcement
4.10—Minimum reinforcement
16 4.11—Strength design for shear
4.11—Strength design for shear
CHAPTER 5— COLUMNS
CHAPTER 5— COLUMNS
5.1— Introduction
5.1— Introduction
5.2—Specified yield strength for longitudinal reinforcement
5.2—Specified yield strength for longitudinal reinforcement
5.3—Specified yield strength for transverse reinforcement
5.3—Specified yield strength for transverse reinforcement
5.4—Slenderness effect
5.4—Slenderness effect
17 CHAPTER 6— SLAB SYSTEMS
CHAPTER 6— SLAB SYSTEMS
6.1— One- way slabs
6.1— One- way slabs
6.2—Shear design of one-way slabs
6.2—Shear design of one-way slabs
6.3—Two-way slabs
6.3—Two-way slabs
CHAPTER 7— WALLS
CHAPTER 7— WALLS
7.1— Introduction
7.1— Introduction
7.2—Vertical reinforcement
7.2—Vertical reinforcement
18 7.3—Horizontal reinforcement
7.3—Horizontal reinforcement
7.4—Shear reinforcement
7.4—Shear reinforcement
7.5—Minimum reinforcement
7.5—Minimum reinforcement
CHAPTER 8— FOOTINGS AND PILE CAPS
CHAPTER 8— FOOTINGS AND PILE CAPS
8.1—Design
8.1—Design
CHAPTER 9— MAT FOUNDATIONS
CHAPTER 9— MAT FOUNDATIONS
9.1— Design
9.1— Design
CHAPTER 10— OTHER DESIGN CONSIDERATIONS
CHAPTER 10— OTHER DESIGN CONSIDERATIONS
10.1— Seismic design limitations
10.1— Seismic design limitations
19 10.2—Development and lap splice length
10.2—Development and lap splice length
10.3—Mechanically spliced bars and headed bars
10.3—Mechanically spliced bars and headed bars
20 10.4—Bending and welding of bars
10.4—Bending and welding of bars
10.5—Use of ASTM A1035/A1035M bars with ASTM A615/ A615M bars
10.5—Use of ASTM A1035/A1035M bars with ASTM A615/ A615M bars
CHAPTER 11— SUMMARY
CHAPTER 11— SUMMARY
21 CHAPTER 12— REFERENCES
CHAPTER 12— REFERENCES
12.1— Referenced standards and reports
12.1— Referenced standards and reports
12.2—Cited references
12.2—Cited references
24 APPENDIX A— DESIGN EXAMPLES
APPENDIX A— DESIGN EXAMPLES
A.1— Introduction
A.1— Introduction
A.2—Design examples
A.2—Design examples
Example 6.1— Moment strength using equivalent rectangular stress distribution
Example 6.1— Moment strength using equivalent rectangular stress distribution
27 Example 6.2— Design of beam with compression reinforcement
Example 6.2— Design of beam with compression reinforcement
30 Example 6.4—Axial load-moment strength, Pn and Mn, for given strain conditions
Example 6.4—Axial load-moment strength, Pn and Mn, for given strain conditions
35 Example 7.1— Design of rectangular beam with tension reinforcement only
Example 7.1— Design of rectangular beam with tension reinforcement only
38 Example 7.2— Design of one-way solid slab
Example 7.2— Design of one-way solid slab
40 Example 7.2M— Design of one-way solid slab (SI units)
Example 7.2M— Design of one-way solid slab (SI units)
42 Example 7.2A— Design of one-way solid slab (alternate solution)
Example 7.2A— Design of one-way solid slab (alternate solution)
45 Example 7.3— Design of rectangular beam with compression reinforcement
Example 7.3— Design of rectangular beam with compression reinforcement
48 Example 7.4— Design of flanged section with tension reinforcement only
Example 7.4— Design of flanged section with tension reinforcement only
50 Example 7.5— Design of flanged section with tension reinforcement only
Example 7.5— Design of flanged section with tension reinforcement only
53 Example 7.5M— Design of flanged section with tension reinforcement only (SI units)
Example 7.5M— Design of flanged section with tension reinforcement only (SI units)
55 Example 7.6— Design of one-way joist
Example 7.6— Design of one-way joist
59 Example 7.7— Flexural design of support beam for one-way joist
Example 7.7— Flexural design of support beam for one-way joist
62 Example 4.3— Development of bars in tension
Example 4.3— Development of bars in tension
64 Example 4.4— Development of flexural reinforcement
Example 4.4— Development of flexural reinforcement
70 Example 10.1— Deflections of simple-span rectangular beam
Example 10.1— Deflections of simple-span rectangular beam
74 Example 12.1— Design for shear: members subject to shear and flexure only
Example 12.1— Design for shear: members subject to shear and flexure only
76 Example 21.4— Shear design of wall
Example 21.4— Shear design of wall
79 Example 22.3— Design for flexural reinforcement of footing
Example 22.3— Design for flexural reinforcement of footing
82 APPENDIX B— FLEXURAL ANALYSIS USING NONLINEAR STRESS-STRAIN CURVE OF ASTM A1035/ A1035M GRADE 100 ( 690) REINFORCEMENT
APPENDIX B— FLEXURAL ANALYSIS USING NONLINEAR STRESS-STRAIN CURVE OF ASTM A1035/ A1035M GRADE 100 ( 690) REINFORCEMENT
B.1— Introduction
B.1— Introduction
B.2—Design assumptions
B.2—Design assumptions
83 B.3—Spreadsheet implementation
B.3—Spreadsheet implementation
84 B.4—Design examples
B.4—Design examples
90 APPENDIX C— FLEXURAL BEHAVIOR OF BEAMS REINFORCED WITH ASTM A1035/A1035M BARS
APPENDIX C— FLEXURAL BEHAVIOR OF BEAMS REINFORCED WITH ASTM A1035/A1035M BARS

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