ACI T1.2/T1.2R : 2003
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
SPECIAL HYBRID MOMENT FRAMES COMPOSED OF DISCRETELY JOINTED PRECAST AND POST-TENSIONED CONCRETE MEMBERS
Hardcopy , PDF
23-07-2013
English
01-01-2003
1.0 Introduction
1.1 Foreword
1.2 Scope
2.0 General
2.1 Notation
2.2 Definitions
2.3 Drawings
2.4 Referenced standards
3.0 Materials
3.1 General
3.2 Ducts
3.3 Special reinforcement
3.4 Prestressing strands and tendons
3.5 Interface grout
3.6 Grout for anchorage of special reinforcement
4.0 Framing system requirements
4.1 General
4.2 Strength
4.3 Drift
4.4 Moment frame characteristics
4.5 Distribution of moment frames within structures
4.6 Moment frame-floor slab interactions
5.0 Requirements for beams of moment frames
5.1 Prestress
5.2 Beam design
6.0 Requirements for beam-column interfaces of moment frames
6.1 General
6.2 Prestress force
6.3 Interface grout
6.4 Special reinforcement
6.5 Probable flexural strength
6.6 Anchorage of special reinforcement
6.7 Distribution of flexural reinforcement
7.0 Frame joints
7.1 General
Provides requirements that may be used to design special hybrid moment frames composed of discretely jointed precast concrete beams post-tensioned to concrete columns.
| DevelopmentNote |
IMPERIAL VERSION. (12/2009)
|
| DocumentType |
Standard
|
| Pages |
15
|
| PublisherName |
American Concrete Institute
|
| Status |
Withdrawn
|
| ACI ITG-5.1M : 2007 | ACCEPTANCE CRITERIA FOR SPECIAL UNBONDED POST-TENSIONED PRECAST STRUCTURAL WALLS BASED ON VALIDATION TESTING AND COMMENTARY |
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