ACI 421.2R : 2010
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
GUIDE TO SEISMIC DESIGN OF PUNCHING SHEAR REINFORCEMENT IN FLAT PLATES
Hardcopy , PDF
17-10-2022
English
01-01-2010
Chapter 1 - Introduction
Chapter 2 - Notation and definitions
Chapter 3 - Lateral story drift
Chapter 4 - Minimum shear and integrity reinforcements
in flat plates
Chapter 5 - Assessment of ductility
Chapter 6 - Unbalanced design moment
Chapter 7 - Design of shear reinforcement
Chapter 8 - Post-tensioned flat plates
Chapter 9 - References
Appendix A - Verification of proposed minimum amount
of shear reinforcement for earthquake
resistant flat plate-column connections
Appendix B - Verification of upper limit to unbalanced
moment to be used in punching shear design
Appendix C - Notes on properties of shear-critical
section
Appendix D - Design examples
Appendix E - Conversion factors
Gives recommendations for designing flat plate-column connections with sufficient ductility to withstand lateral drift without punching shear failure or loss of moment transfer capacity.
Committee |
421
|
DocumentType |
Standard
|
Pages |
34
|
PublisherName |
American Concrete Institute
|
Status |
Superseded
|
SupersededBy | |
Supersedes |
ACI SP 321 : 2017 | RECENT DEVELOPMENTS IN TWO-WAY SLABS: DESIGN, ANALYSIS, CONSTRUCTION, AND EVALUATION |
ACI 421.1R : 2008 | GUIDE TO SHEAR REINFORCEMENT FOR SLABS |
ACI 421.3R : 2015 | GUIDE TO DESIGN OF REINFORCED TWO-WAY SLAB SYSTEMS |
ACI 352.1R : 2011 | GUIDE FOR DESIGN OF SLAB-COLUMN CONNECTIONS IN MONOLITHIC CONCRETE STRUCTURES |
ACI SP 315 : 2017 | ACI/FIB INTERNATIONAL SYMPOSIUM ON PUNCHING SHEAR IN STRUCTURAL CONCRETE SLABS: HONORING NEIL M. HAWKINS |
ACI 352.1R : 2011 | GUIDE FOR DESIGN OF SLAB-COLUMN CONNECTIONS IN MONOLITHIC CONCRETE STRUCTURES |
ACI 421.1R : 2008 | GUIDE TO SHEAR REINFORCEMENT FOR SLABS |
ACI 318 : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY |
ACI 423.3R : 2017 | RECOMMENDATIONS FOR CONCRETE MEMBERS PRESTRESSED WITH SINGLE-STRAND UNBONDED TENDONS |
ASCE 7 10 : 2010 | MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES |
ICC 2006 INTERNATIONAL BUILDING CODE : 2006 | 2006 INTERNATIONAL BUILDING CODE |
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