ACI T1.2M/T1.2RM : 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Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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 AND COMMENTARY
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
Describes requirements that may be used to design special hybrid moment frames composed of discretely jointed precast concrete beams post-tensioned to concrete columns.
| DevelopmentNote |
METRIC VERSION. (12/2009)
|
| DocumentType |
Standard
|
| Pages |
19
|
| PublisherName |
American Concrete Institute
|
| Status |
Withdrawn
|
| ACI 318R : 1995 | COMMENTARY ON BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE |
| ACI SP 162 : 1996 | METE A. SOZEN SYMPOSIUM - A TRIBUTE FROM HIS STUDENTS |
| ACI 318M : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318M-14) AND COMMENTARY (ACI 318RM-14) |
| ACI T1.1/T1.1R : 2001 | ACCEPTANCE CRITERIA FOR MOMENT FRAMES BASED ON STRUCTURAL TESTING |
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