{"id":161130,"date":"2024-10-19T09:40:42","date_gmt":"2024-10-19T09:40:42","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-itg-6r-10\/"},"modified":"2024-10-25T01:59:15","modified_gmt":"2024-10-25T01:59:15","slug":"aci-itg-6r-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-itg-6r-10\/","title":{"rendered":"ACI ITG 6R 10"},"content":{"rendered":"

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.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nCONTENTS
CONTENTS <\/td>\n<\/tr>\n
4<\/td>\nCHAPTER 1\u2014 INTRODUCTION
CHAPTER 1\u2014 INTRODUCTION
1.1\u2014 Objective
1.1\u2014 Objective
1.2\u2014Scope
1.2\u2014Scope
1.3\u2014Historical perspective and background
1.3\u2014Historical perspective and background <\/td>\n<\/tr>\n
6<\/td>\n1.4\u2014Availability
1.4\u2014Availability
CHAPTER 2\u2014 NOTATION AND DEFINITIONS
CHAPTER 2\u2014 NOTATION AND DEFINITIONS
2.1\u2014 Notation
2.1\u2014 Notation <\/td>\n<\/tr>\n
7<\/td>\n2.2\u2014Definitions
2.2\u2014Definitions
CHAPTER 3\u2014 MATERIAL PROPERTIES
CHAPTER 3\u2014 MATERIAL PROPERTIES
3.1\u2014 Introduction
3.1\u2014 Introduction
3.2\u2014Weights, dimensions, and deformations
3.2\u2014Weights, dimensions, and deformations
3.3\u2014Specified tensile properties
3.3\u2014Specified tensile properties <\/td>\n<\/tr>\n
8<\/td>\n3.4\u2014Actual tensile properties
3.4\u2014Actual tensile properties <\/td>\n<\/tr>\n
10<\/td>\n3.5\u2014Actual compressive properties
3.5\u2014Actual compressive properties
3.6\u2014Chemical composition
3.6\u2014Chemical composition <\/td>\n<\/tr>\n
11<\/td>\nCHAPTER 4\u2014 BEAMS
CHAPTER 4\u2014 BEAMS
4.1\u2014 Introduction
4.1\u2014 Introduction
4.2\u2014Flexural strength
4.2\u2014Flexural strength <\/td>\n<\/tr>\n
12<\/td>\n4.3\u2014Tension- and compression-controlled limits
4.3\u2014Tension- 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 <\/td>\n<\/tr>\n
13<\/td>\n4.4\u2014Strength reduction factor
4.4\u2014Strength reduction factor
4.5\u2014Stress in steel due to flexure
4.5\u2014Stress in steel due to flexure
4.6\u2014Compression stress limit
4.6\u2014Compression stress limit
4.7\u2014Moment redistribution
4.7\u2014Moment redistribution <\/td>\n<\/tr>\n
14<\/td>\n4.8\u2014Deflection
4.8\u2014Deflection
4.9\u2014Crack control
4.9\u2014Crack control
4.9.1 Historical
4.9.1 Historical <\/td>\n<\/tr>\n
15<\/td>\n4.9.2 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\u2014Minimum reinforcement
4.10\u2014Minimum reinforcement <\/td>\n<\/tr>\n
16<\/td>\n4.11\u2014Strength design for shear
4.11\u2014Strength design for shear
CHAPTER 5\u2014 COLUMNS
CHAPTER 5\u2014 COLUMNS
5.1\u2014 Introduction
5.1\u2014 Introduction
5.2\u2014Specified yield strength for longitudinal reinforcement
5.2\u2014Specified yield strength for longitudinal reinforcement
5.3\u2014Specified yield strength for transverse reinforcement
5.3\u2014Specified yield strength for transverse reinforcement
5.4\u2014Slenderness effect
5.4\u2014Slenderness effect <\/td>\n<\/tr>\n
17<\/td>\nCHAPTER 6\u2014 SLAB SYSTEMS
CHAPTER 6\u2014 SLAB SYSTEMS
6.1\u2014 One- way slabs
6.1\u2014 One- way slabs
6.2\u2014Shear design of one-way slabs
6.2\u2014Shear design of one-way slabs
6.3\u2014Two-way slabs
6.3\u2014Two-way slabs
CHAPTER 7\u2014 WALLS
CHAPTER 7\u2014 WALLS
7.1\u2014 Introduction
7.1\u2014 Introduction
7.2\u2014Vertical reinforcement
7.2\u2014Vertical reinforcement <\/td>\n<\/tr>\n
18<\/td>\n7.3\u2014Horizontal reinforcement
7.3\u2014Horizontal reinforcement
7.4\u2014Shear reinforcement
7.4\u2014Shear reinforcement
7.5\u2014Minimum reinforcement
7.5\u2014Minimum reinforcement
CHAPTER 8\u2014 FOOTINGS AND PILE CAPS
CHAPTER 8\u2014 FOOTINGS AND PILE CAPS
8.1\u2014Design
8.1\u2014Design
CHAPTER 9\u2014 MAT FOUNDATIONS
CHAPTER 9\u2014 MAT FOUNDATIONS
9.1\u2014 Design
9.1\u2014 Design
CHAPTER 10\u2014 OTHER DESIGN CONSIDERATIONS
CHAPTER 10\u2014 OTHER DESIGN CONSIDERATIONS
10.1\u2014 Seismic design limitations
10.1\u2014 Seismic design limitations <\/td>\n<\/tr>\n
19<\/td>\n10.2\u2014Development and lap splice length
10.2\u2014Development and lap splice length
10.3\u2014Mechanically spliced bars and headed bars
10.3\u2014Mechanically spliced bars and headed bars <\/td>\n<\/tr>\n
20<\/td>\n10.4\u2014Bending and welding of bars
10.4\u2014Bending and welding of bars
10.5\u2014Use of ASTM A1035\/A1035M bars with ASTM A615\/ A615M bars
10.5\u2014Use of ASTM A1035\/A1035M bars with ASTM A615\/ A615M bars
CHAPTER 11\u2014 SUMMARY
CHAPTER 11\u2014 SUMMARY <\/td>\n<\/tr>\n
21<\/td>\nCHAPTER 12\u2014 REFERENCES
CHAPTER 12\u2014 REFERENCES
12.1\u2014 Referenced standards and reports
12.1\u2014 Referenced standards and reports
12.2\u2014Cited references
12.2\u2014Cited references <\/td>\n<\/tr>\n
24<\/td>\nAPPENDIX A\u2014 DESIGN EXAMPLES
APPENDIX A\u2014 DESIGN EXAMPLES
A.1\u2014 Introduction
A.1\u2014 Introduction
A.2\u2014Design examples
A.2\u2014Design examples
Example 6.1\u2014 Moment strength using equivalent rectangular stress distribution
Example 6.1\u2014 Moment strength using equivalent rectangular stress distribution <\/td>\n<\/tr>\n
27<\/td>\nExample 6.2\u2014 Design of beam with compression reinforcement
Example 6.2\u2014 Design of beam with compression reinforcement <\/td>\n<\/tr>\n
30<\/td>\nExample 6.4\u2014Axial load-moment strength, Pn and Mn, for given strain conditions
Example 6.4\u2014Axial load-moment strength, Pn and Mn, for given strain conditions <\/td>\n<\/tr>\n
35<\/td>\nExample 7.1\u2014 Design of rectangular beam with tension reinforcement only
Example 7.1\u2014 Design of rectangular beam with tension reinforcement only <\/td>\n<\/tr>\n
38<\/td>\nExample 7.2\u2014 Design of one-way solid slab
Example 7.2\u2014 Design of one-way solid slab <\/td>\n<\/tr>\n
40<\/td>\nExample 7.2M\u2014 Design of one-way solid slab (SI units)
Example 7.2M\u2014 Design of one-way solid slab (SI units) <\/td>\n<\/tr>\n
42<\/td>\nExample 7.2A\u2014 Design of one-way solid slab (alternate solution)
Example 7.2A\u2014 Design of one-way solid slab (alternate solution) <\/td>\n<\/tr>\n
45<\/td>\nExample 7.3\u2014 Design of rectangular beam with compression reinforcement
Example 7.3\u2014 Design of rectangular beam with compression reinforcement <\/td>\n<\/tr>\n
48<\/td>\nExample 7.4\u2014 Design of flanged section with tension reinforcement only
Example 7.4\u2014 Design of flanged section with tension reinforcement only <\/td>\n<\/tr>\n
50<\/td>\nExample 7.5\u2014 Design of flanged section with tension reinforcement only
Example 7.5\u2014 Design of flanged section with tension reinforcement only <\/td>\n<\/tr>\n
53<\/td>\nExample 7.5M\u2014 Design of flanged section with tension reinforcement only (SI units)
Example 7.5M\u2014 Design of flanged section with tension reinforcement only (SI units) <\/td>\n<\/tr>\n
55<\/td>\nExample 7.6\u2014 Design of one-way joist
Example 7.6\u2014 Design of one-way joist <\/td>\n<\/tr>\n
59<\/td>\nExample 7.7\u2014 Flexural design of support beam for one-way joist
Example 7.7\u2014 Flexural design of support beam for one-way joist <\/td>\n<\/tr>\n
62<\/td>\nExample 4.3\u2014 Development of bars in tension
Example 4.3\u2014 Development of bars in tension <\/td>\n<\/tr>\n
64<\/td>\nExample 4.4\u2014 Development of flexural reinforcement
Example 4.4\u2014 Development of flexural reinforcement <\/td>\n<\/tr>\n
70<\/td>\nExample 10.1\u2014 Deflections of simple-span rectangular beam
Example 10.1\u2014 Deflections of simple-span rectangular beam <\/td>\n<\/tr>\n
74<\/td>\nExample 12.1\u2014 Design for shear: members subject to shear and flexure only
Example 12.1\u2014 Design for shear: members subject to shear and flexure only <\/td>\n<\/tr>\n
76<\/td>\nExample 21.4\u2014 Shear design of wall
Example 21.4\u2014 Shear design of wall <\/td>\n<\/tr>\n
79<\/td>\nExample 22.3\u2014 Design for flexural reinforcement of footing
Example 22.3\u2014 Design for flexural reinforcement of footing <\/td>\n<\/tr>\n
82<\/td>\nAPPENDIX B\u2014 FLEXURAL ANALYSIS USING NONLINEAR STRESS-STRAIN CURVE OF ASTM A1035\/ A1035M GRADE 100 ( 690) REINFORCEMENT
APPENDIX B\u2014 FLEXURAL ANALYSIS USING NONLINEAR STRESS-STRAIN CURVE OF ASTM A1035\/ A1035M GRADE 100 ( 690) REINFORCEMENT
B.1\u2014 Introduction
B.1\u2014 Introduction
B.2\u2014Design assumptions
B.2\u2014Design assumptions <\/td>\n<\/tr>\n
83<\/td>\nB.3\u2014Spreadsheet implementation
B.3\u2014Spreadsheet implementation <\/td>\n<\/tr>\n
84<\/td>\nB.4\u2014Design examples
B.4\u2014Design examples <\/td>\n<\/tr>\n
90<\/td>\nAPPENDIX C\u2014 FLEXURAL BEHAVIOR OF BEAMS REINFORCED WITH ASTM A1035\/A1035M BARS
APPENDIX C\u2014 FLEXURAL BEHAVIOR OF BEAMS REINFORCED WITH ASTM A1035\/A1035M BARS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ITG-6R-10 Design Guide for the Use of ASTM A1035\/A1035M Grade 100 (690) Steel Bars for Structural Concrete<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2010<\/td>\n94<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":161133,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-161130","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/161130","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/161133"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=161130"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=161130"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=161130"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}