CHAPTER 4 STRUCTURAL CONCRETE
SECTION 401.0
GENERAL REQUIREMENTS 7
401.1 Scope
401.2 General
401.3 Purpose
401.4 Applicability
401.5 Interpretation
401.6 Building Official
401.7 Licensed Design Professional
401.8 Construction Documents and Design Records
401.9 Testing and Inspection
401.10 Approval of Special Systems of Design, Construction or Alternative Construction Materials
401.11 Provision for Earthquake Resistance
SECTION 402.0
NOTATION AND TERMINOLOGY
402.1 Scope
402.2 Notation
402.3 Terminology
SECTION 403.0
REFERENCED STANDARDS
403.1 Scope
403.2 Referenced Standards
SECTION 404.0
STRUCTURAL SYSTEM REQUIREMENTS
404.1 Scope
404.2 Materials
404.3 Design Loads
404.4 Structural System and Load Paths
404.5 Structural Analysis
404.6 Strength
404.7 Serviceability
404.8 Durability
404.9 Sustainability
404.10 Structural Integrity
404.11 Fire Resistance
404.12 Requirements for Specific Types of Construction
404.13 Construction and Inspection
404.14 Strength Evaluation of Existing Structures
SECTION 405.0
LOADS
405.1 Scope
405.2 General
405.3 Load Factors and Combinations
SECTION 406.0
STRUCTURAL ANALYSIS
406.1 Scope
406.2 General
406.3 Modeling Assumptions
406.4 Arrangement of Live Loads
406.5 Simplified Method of Analysis for Non-Prestressed Continuous Beams and One-way Slabs
406.6 First-order Analysis
406.7 Elastic Second-order Analysis
406.8 Inelastic Second-order Analysis
406.9 Acceptability of Finite Element Analysis
SECTION 407.0
ONE-WAY SLABS
407.1 Scope
407.2 General
407.3 Design Limits
407.4 Required Strength
407.5 Design Strength
407.6 Reinforced Limits
407.7 Reinforced Detailing
SECTION 408.0
TWO-WAY SLABS
408.1 Scope
408.2 General
408.3 Design Limits
408.4 Required Strength
408.5 Design Strength
408.6 Reinforcement Limits
408.7 Reinforcement Detailing
408.8 Non-Prestressed Two-Way Joist Systems
408.9 Lift-slab construction
408.10 Direct Design Method
408.11 Equivalent Frame Method
SECTION 409.0
BEAMS
409.1 Scope
409.2 General
409.3 Design Limits
409.4 Required Strength
409.5 Design Strength
409.6 Reinforcement Limits
409.7 Reinforcement Detailing
409.8 Non-Prestressed One-way Joist Systems
409.9 Deep Beams
SECTION 410.0
COLUMNS
410.1 Scope
410.2 General
410.3 Design Limits
410.4 Required Strength
410.5 Design Strength
410.6 Reinforcement Limits
410.7 Reinforcement Detailing
SECTION 411.0
WALL
411.1 Scope
411.2 General
411.3 Design Limits
411.4 Required Strength
411.5 Design Strength
411.6 Reinforcement Limits
411.7 Reinforcement Detailing
411.8 Alternative Method for Out-of-Plane Slender Wall Analysis
SECTION 412.0
DIAPHRAGMS
412.1 Scope
412.2 General
412.3 Design Limits
412.4 Required Strength
412.5 Design Strength
412.6 Reinforcement Limits
412.7 Reinforcement Detailing
SECTION 413.0
FOUNDATIONS
413.1 Scope
413.2 General
413.3 Shallow Foundations
413.4 Deep Foundations
SECTION 414.0
PLAIN CONCRETE
414.1 Scope
414.2 General
414.3 Design Limits
414.4 Required Strength
414.5 Design Strength
414.6 Reinforcement Detailing
SECTION 415.0
BEAM-CONCRETE AND SLAB-COLUMN JOINTS
415.1 Scope
415.2 General
415.3 Transfer of Column Axial Force through the Floor systems
415.4 Detailing of Joints
SECTION 416.0
CONNECTION BETWEEN MEMBERS
416.1 Scope
416.2 Connection of Precast Members
416.3 Connections to Foundations
416.4 Horizontal Shear Tranfer in Composite Concrete Flexural Members
416.5 Brackets and Corbels
SECTION 417.0
ANCHORING TO CONCRETE
Scope
General
General Requirement for Strength of Anchors
Design Requirements for Tensile Loading
Design Requirements for Shear Loading
Interaction of Tensile and Shear Forces
Required Edge Disances, Spacings and Thickness to Preclude Splitting Failure
Installation and Inspection of Anchors
SECTION 418.0
EARTHQUAKE-RESISTANT STRUCTURES
418.1 Scope
418.2 Intermediate Moment Frames
418.3 Intermediate Precast Structural Walls
418.4 Beams of Special Moment Frames
418.5 Columns of Special Moment Frames
418.6 Joints of Special Moment Frames
418.7 Special Moment Frames Constructed Using Precast Concrete
418.8 Special Structural Walls
418.9 Special Structural Walls Constructed Using Precast Concrete
419.0 Foundations
419.1 Members Not Designated as Part of the Seismic-Force-Resisting Systems
SECTION 419.0
CONCRETE: DESIGN AND DURABILITY REQUIREMENT
419.1 Scope
419.2 Concrete Design Properties
419.3 Concrete Durability Requirements
419.3.1 Exposure Categories and Classes
419.4 Grout Durability Requirements
ction Materials
One-way Slabs
401.1 Scope
