ACI MNL 7 2023

$80.71

MNL-7(23) GFRP-Reinforced Concrete Design Handbook

Published By	Publication Date	Number of Pages
ACI	2023

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Category: ACI

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Description

The GFRP Reinforced Concrete Design Handbook is a vital reference for professionals interested in the use of non-metallic GFRP reinforcement for concrete structures. It is meant to provide valuable insight to structural engineers on understanding and utilizing the provisions of

PDF Catalog

PDF Pages	PDF Title
7	Preface
8	CHAPTER 1—INTRODUCTION
9	1.1—ACI CODE-440.11 format and scope
11	1.2—Format and scope of this manual 1.3—Example building floor plan and section
14	1.4—Example building loads 1.5—Example building material properties
16	CHAPTER 2—FRP MATERIALS 2.1—Constituent materials
17	2.2—Mechanical properties
19	2.3—Thermal properties
20	2.4—Long-term properties
22	CHAPTER 3—BENEFITS AND USE 3.1—Introduction 3.2—Noncorrosive
23	3.3—Lightweight
24	3.4—Easily cut
25	3.5—Nonmagnetic
26	3.6—Nonconductive 3.7—Low thermal conductivity
28	CHAPTER 4—CODES AND STANDARDS 4.1—Material tests and standards
30	4.2—Construction standards 4.3—Scope of ACI CODE-440.11
31	4.4—ACI CODE-440.11 and the International Building Code
34	CHAPTER 5—APPLICATIONS
38	CHAPTER 6—FIRE 6.1—Fire resistance in ACI CODE-440.11
41	6.2—Other fire protection strategies
42	CHAPTER 7—ONE-WAY SLABS
43	ONE-WAY SLAB EXAMPLE—FIVE SPAN CONTINUOUS SLAB STEP 1—MATERIAL REQUIREMENTS
44	STEP 2—SLAB GEOMETRY
45	STEP 3—LOADS AND LOAD PATTERNS STEP 4—ANALYSIS
46	STEP 5—FLEXURAL DESIGN FOR CRACK CONTROL
49	STEP 6—CHECK DEFLECTIONS
54	STEP 7—CHECK SUSTAINED STRESS LIMIT STEP 8—CHECK MOMENT CAPACITY
56	STEP 9—CHECK SHEAR CAPACITY
58	STEP 10—CHECK GFRP REINFORCEMENT LIMITS STEP 11—DEVELOPMENT LENGTH AND SPLICES
59	STEP 12—FINAL DESIGN AND DETAILING
60	CHAPTER 8—TWO-WAY SLABS
61	TWO-WAY SLAB EXAMPLE—DIRECT DESIGN METHOD STEP 1—MATERIAL REQUIREMENTS
62	STEP 2—SLAB GEOMETRY STEP 3—LOADS AND LOAD PATTERNS
63	STEP 4—ANALYSIS
67	STEP 5—FLEXURAL DESIGN FOR SERVICEABILITY
70	STEP 6—CHECK DEFLECTIONS
73	STEP 7—CHECK SUSTAINED STRESS LIMIT STEP 8—CHECK MOMENT CAPACITY
74	STEP 9—ONE-WAY SHEAR STRENGTH
75	STEP 10—TWO-WAY SHEAR STRENGTH
76	STEP 11—DEVELOPMENT LENGTH AND SPLICES
77	STEP 12—FINAL DESIGN AND DETAILING
78	CHAPTER 9—BEAMS
81	BEAM EXAMPLE 1—CONTINUOUS INTERIOR T-BEAM STEP 1—MATERIAL PROPERTIES
82	STEP 2—BEAM GEOMETRY
83	STEP 3—LOADS AND PATTERNS
84	STEP 4—ANALYSIS STEP 5—FLEXURAL DESIGN FOR SERVICEABILITY
89	STEP 6—CHECK SPACING REQUIREMENTS
93	STEP 7—CHECK CREEP RUPTURE STRESS LIMIT
94	STEP 8—CHECK FLEXURAL STRENGTH
96	STEP 9—DEVELOPMENT LENGTHS, HOOKS, AND SPLICES
97	STEP 10—DETAIL THE BOTTOM REINFORCEMENT
102	STEP 11—SKIN REINFORCEMENT
105	BEAM EXAMPLE 2—CONTINUOUS INTERIOR T-BEAM AT FIRST INTERIOR SUPPORT STEP 1—MATERIAL REQUIREMENTS
106	STEP 2—BEAM GEOMETRY STEP 3—FLEXURAL DESIGN FOR SERVICEABILITY
112	STEP 4—CHECK CREEP RUPTURE STRESS LIMIT STEP 5—CHECK FLEXURAL STRENGTH
115	STEP 6—CONSIDER IMPACT ON MIDSPAN DEFLECTION STEP 7—DEVELOPMENT LENGTH AND SPLICES
116	STEP 8—DETAIL THE TOP REINFORCEMENT
117	STEP 9—SKIN REINFORCEMENT
119	BEAM EXAMPLE 3—CONTINUOUS INTERIOR T-BEAM AT EXTERIOR SUPPORT STEP 1—MATERIAL REQUIREMENTS
120	STEP 2—BEAM GEOMETRY STEP 3—FLEXURAL DESIGN FOR SERVICEABILITY
123	STEP 4—CHECK CREEP RUPTURE STRESS LIMIT STEP 5—CHECK FLEXURAL STRENGTH
125	STEP 6—DEVELOPMENT LENGTH AND HOOKS
127	STEP 7—DETAIL THE TOP REINFORCEMENT
128	STEP 9—SKIN REINFORCEMENT
131	BEAM EXAMPLE 4—SHEAR DESIGN OF FIRST INTERIOR BEAM STEP 1—MATERIAL PROPERTIES
132	STEP 2—BEAM GEOMETRY AND LOADS
133	STEP 3—BEAM SHEAR CONTRIBUTION
135	STEP 4—DETERMINE SPACING OF GFRP STIRRUPS
137	STEP 5—CHECK SHEAR AT BAR CUTOFF LOCATIONS
138	STEP 6—FINAL STIRRUP PLACEMENT
139	STEP 7—FINAL STIRRUP DETAILING
140	BEAM EXAMPLE 5—CONTINUOUS EXTERIOR L-BEAM STEP 1—MATERIAL PROPERTIES
142	STEP 2—BEAM GEOMETRY STEP 3—LOADS AND PATTERNS
143	STEP 4—ANALYSIS
144	STEP 5—FLEXURAL DESIGN AT MIDSPAN
152	STEP 6—DETAIL THE BOTTOM REINFORCEMENT
155	STEP 7—NEGATIVE MOMENT REINFORCEMENT
159	STEP 8—SKIN REINFORCEMENT
160	STEP 9—SHEAR REINFORCEMENT REQUIREMENTS
162	STEP 9—TORSION REINFORCEMENT REQUIREMENTS
169	STEP 10—CHECK FLEXURAL STRENGTH IN THE NEGATIVE MOMENT REGION
170	STEP 11—DETAILING LONGITUDINAL REINFORCEMENT
177	CHAPTER 10—COLUMNS
180	COLUMN EXAMPLE 1—INTERIOR COLUMN ANALYSIS
181	STEP 1—DETERMINE COLUMN SIZE
183	STEP 2—EVALUATE SLENDERNESS
185	STEP 3—SWAY OR NONSWAY MOMENT FRAME
186	STEP 4—DETERMINE SECOND-ORDER (P∆) EFFECTS FOR SWAY
187	STEP 5—SUMMARY
188	COLUMN EXAMPLE 2—INTERIOR COLUMN DESIGN STEP 1—LONGITUDINAL REINFORCEMENT MATERIAL PROPERTIES STEP 2—INITIAL DESIGN OF LONGITUDINAL REINFORCEMENT
189	STEP 3—AXIAL LOAD-MOMENT INTERACTION DIAGRAM
194	STEP 4—TRANSVERSE REINFORCEMENT MATERIAL PROPERTIES
195	STEP 5—DETAILING TRANSVERSE REINFORCEMENT
197	STEP 6—REINFORCEMENT THROUGH THE JOINT AT LEVEL 2 STEP 7—DETAIL THE COLUMN SPLICE AT JOINT AT LEVEL 2
199	STEP 8—SUMMARY
200	REFERENCES
201	Authored documents
204	APPENDIX