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eLibrary > ASCE/SEI 59-22 Standard: Blast Protection of Buildings: >

ASCE/SEI 59-22 Standard: Blast Protection of Buildings:, 2023

Title-Page_online
FM_online
ch01_online [Go to Page]
Chapter 1: GENERAL [Go to Page]
1.1 SCOPE
1.2 DEFINITIONS
1.3 SYMBOLS AND NOTATION
1.4 QUALIFICATIONS
1.5 INFORMATION SENSITIVITY
1.6 CONSENSUS STANDARDS AND OTHER REFERENCED DOCUMENTS
ch02_online [Go to Page]
Chapter 2: DESIGN CONSIDERATIONS [Go to Page]
2.1 SCOPE
2.2 RISK ASSESSMENT [Go to Page]
2.2.1 Consequence Analysis
2.2.2 Threat Analysis
2.2.2.1 Accidental Threats
2.2.2.2 Malicious Threats
2.2.3 Vulnerability Analysis
2.2.4 Risk Analysis
2.3 RISK REDUCTION [Go to Page]
2.3.1 Consequence Reduction
2.3.1.1 Nonstructural Components and Systems
2.3.2 Threat Reduction
2.3.2.1 Accidental Threats
2.3.2.2 Malicious Threats
2.3.2.2.1 Standoff
2.3.2.2.2 Vehicle Barriers
2.3.2.2.3 Landforms
2.4 RISK ACCEPTANCE
Ch03_online [Go to Page]
Chapter 3: PERFORMANCE CRITERIA [Go to Page]
3.1 SCOPE
3.2 DESIGN OBJECTIVES [Go to Page]
3.2.1 Limit Structural Collapse
3.2.2 Maintain Building Envelope
3.2.3 Minimize Flying Debris
3.3 LEVELS OF PROTECTION [Go to Page]
3.3.1 Structural Damage
3.3.2 Component Damage
3.3.3 Glazing Behavior
3.3.4 Door Behavior
3.4 RESPONSE LIMITS [Go to Page]
3.4.1 Flexural Members
3.4.2 Compression Members
3.5 MEMBER OR ELEMENT STRENGTH [Go to Page]
3.5.1 Strength Increase Factors
3.5.2 Strength Reduction Factors
3.5.3 Remaining Strength
ch04_online [Go to Page]
Chapter 4: BLAST LOADS [Go to Page]
4.1 GENERAL [Go to Page]
4.1.1 Scope
4.1.2 Permitted Procedures
4.2 BASIC PROCEDURE FOR EXTERNAL BLAST [Go to Page]
4.2.1 Scope
4.2.2 Directly Loaded Surfaces
4.2.3 Indirectly Loaded Surfaces
4.3 BASIC PROCEDURE FOR INTERNAL BLAST [Go to Page]
4.3.1 Scope
4.3.2 Procedure
4.4 OTHER PROCEDURES
ch05_online [Go to Page]
Chapter 5: FRAGMENTATION [Go to Page]
5.1 GENERAL [Go to Page]
5.1.1 Scope
5.2 DESIGN REQUIREMENTS [Go to Page]
5.2.1 Fragmentation Impact Effects
5.2.2 Secondary Fragment Sources
5.3 ANALYTICAL PROCEDURES [Go to Page]
5.3.1 Acceptable Analytical Methods
5.3.1.1 General
5.3.1.2 Structural Member Global Response
5.3.1.3 Cementitious Material Spalling/Scabbing
5.3.2 Limits on Analytical Procedures
5.3.3 Complex Modeling Methods
ch06_online [Go to Page]
Chapter 6: STRUCTURAL SYSTEMS [Go to Page]
6.1 GENERAL PROVISIONS [Go to Page]
6.1.1 Purpose
6.1.2 Scope and Application
6.2 STRUCTURAL MODELING AND ANALYSIS [Go to Page]
6.2.1 Analytical Methods
6.2.1.1 Pressure-Impulse Charts
6.2.1.2 Single Member Response Analysis
6.2.1.3 Structural System MDOF Response Analysis
6.2.1.4 Explicit Linear or Nonlinear Finite Element Analysis
6.2.2 Materials
6.2.2.1 Material Strength Increase
6.2.3 Modeling of Members
6.2.3.1 Flexure
6.2.3.1.1 Flexure in Structural Steel Members
6.2.3.1.2 Flexure in Concrete Members
6.2.3.1.3 Flexure in Masonry Members
6.2.3.2 Shear, Axial, and Reaction Forces in Bending Members
6.2.3.2.1 Shear in Structural Steel Members
6.2.3.2.2 Shear in Reinforced Concrete Members
6.2.3.2.3 Shear in Masonry Members
6.2.3.3 Axial Load Effects
6.2.3.3.1 Compression Members
6.2.3.3.2 Tensile Members
6.2.3.4 Instability
6.2.3.4.1 Member and System Stability
6.2.3.4.2 Local and Lateral-Torsional Buckling
6.2.3.4.3 Instability Initiated by Damage
6.2.3.4.4 Progressive Collapse
6.2.3.5 Foundation Members
6.2.3.6 Roof Systems
6.2.4 Connections and Joints
6.2.5 Application of Loads
6.2.5.1 Empirical Data, Ray Tracing, and Computational Fluid Dynamics
6.2.5.2 Spatial Distribution
6.2.5.3 Temporal Distribution
6.2.5.4 Negative Phase
6.2.5.5 Member-to-Member Load Transfer
6.2.5.6 Tributary Loads
6.2.5.7 Load Combinations
6.2.5.8 Clearing Effects
6.2.6 Mass
6.3 STRUCTURAL DESIGN [Go to Page]
6.3.1 Structural Systems
6.3.1.1 Steel Moment Frame Systems
6.3.1.2 Steel Braced Frame Systems
6.3.1.3 Concrete Moment Frame Systems
6.3.1.4 Concrete Frame with Concrete Shear Wall Systems
6.3.1.5 Precast Tilt-Up with Concrete Shear Wall Systems
6.3.1.6 Reinforced Masonry Bearing/Shear Walls
6.4 RESPONSE CHARACTERISTICS [Go to Page]
6.4.1 Close-In Effects
6.4.2 Far-Range Effects
ch07_online [Go to Page]
Chapter 7: PROTECTION OF SPACES [Go to Page]
7.1 GENERAL PROVISIONS
7.2 WALLS AND SLABS ISOLATING INTERNAL THREATS [Go to Page]
7.2.1 Scope
7.2.2 Threat Locations for Buildings with Controlled Access
7.2.3 Design Provisions for Walls and Slabs Isolating Internal Threats
7.2.4 Stairwell Enclosures
7.2.5 Hardened Plenums
7.2.5.1 Design Provisions for Hardened Plenums
7.3 SAFE HAVENS [Go to Page]
7.3.1 Design Considerations
7.3.2 Applicable Loads and Performance
7.3.3 Resistance to Progressive Collapse
7.3.4 Location within Building
7.3.5 Accessibility to Egress
7.3.6 Fire Rating
ch08_online [Go to Page]
Chapter 8: EXTERIOR ENVELOPE [Go to Page]
8.1 DESIGN INTENT [Go to Page]
8.1.1 General
8.1.2 Exterior Structural Components
8.2 DESIGN PROCEDURES [Go to Page]
8.2.1 General
8.2.2 Response Criteria
8.2.3 Analytical Methods
8.2.4 Balanced Design
8.2.5 Flying Fragments
8.3 FENESTRATION [Go to Page]
8.3.1 General
8.3.2 Blast-Mitigating Window Systems
8.3.2.1 Glazing
8.3.2.2 Frame and Mullion Design
8.3.2.3 Connections and Anchorage
8.3.2.4 Rebound Loads
8.3.3 Curtain Wall Systems
8.3.4 Skylights
8.3.5 Operable Windows
8.3.6 Doors
8.3.6.1 Non-Blast-Resistant Doors
8.3.6.2 Public-Access Glass Doors
8.3.6.3 Oversized and Rollup Flexible Metal Doors
8.3.6.4 Other Doors
8.4 NON-LOAD-BEARING EXTERIOR WALLS [Go to Page]
8.4.1 General
8.4.1.1
8.4.1.2
8.4.1.3
8.4.1.4
8.4.2 Cast-in-Place, Precast, and Tilt-Up Concrete Walls
8.4.3 Pretensioned and Posttensioned Concrete Wall Panels
8.4.4 Masonry Walls
8.4.4.1
8.4.4.2
8.4.4.3
8.4.5 Steel Wall Systems
8.4.6 Other Wall Systems
8.5 ROOF SYSTEMS [Go to Page]
8.5.1 General
8.5.1.1 Resistance Based Approach
8.5.1.2 Design Requirements
8.5.1.3 Membrane Action
8.5.2 Flat Slabs
8.5.3 Metal Deck
8.5.4 Composite Construction
8.5.5 Steel Joists and Joist Girders
8.5.6 Other Roof Systems
8.6 OTHER EXTERIOR ENVELOPE ELEMENTS
8.7 HAZARD-MITIGATING RETROFITS [Go to Page]
8.7.1 General
8.7.2 Security Window Films
8.7.3 Blast Curtains
8.7.4 Catch Bar Systems
8.7.5 Secondary Window System
8.7.6 Window Replacement
8.7.7 Geotextile Fabrics
8.7.8 Fiber-Reinforced Polymers
8.7.9 Secondary Wall System
8.7.10 Other Retrofits
8.8 AMPLIFICATION AND REDUCTION OF BLAST LOADS [Go to Page]
8.8.1 Building Shape and Site
8.8.2 Venting
ch09_online [Go to Page]
Chapter 9: MATERIALS DETAILING [Go to Page]
9.1 GENERAL [Go to Page]
9.1.1 Scope
9.1.2 Structural Interaction
9.1.2.1 Primary and Secondary Members
9.1.2.2 Predominance of Global Structural Performance
9.1.3 Materials
9.1.4 Detailing
9.1.5 Controlling Loads
9.1.6 Achieving Design Intent
9.1.7 Use of Reference Documents
9.1.8 Special Inspection
9.2 CONCRETE [Go to Page]
9.2.1 Scope
9.2.2 General Reinforced Concrete Detailing Requirements
9.2.2.1
9.2.2.2
9.2.2.3
9.2.2.4
9.2.2.5
9.2.2.6
9.2.3 Columns
9.2.3.1
9.2.3.2
9.2.3.3
9.2.3.4
9.2.3.5
9.2.4 Beams
9.2.4.1
9.2.4.2
9.2.4.3
9.2.4.4
9.2.4.5
9.2.4.6
9.2.5 Beam-Column Joints
9.2.5.1
9.2.5.2
9.2.5.3
9.2.5.4
9.2.6 Slabs
9.2.6.1
9.2.6.2
9.2.6.3
9.2.6.4
9.2.6.5
9.2.7 Walls
9.2.7.1
9.2.7.2
9.3 STRUCTURAL STEEL [Go to Page]
9.3.1 Scope
9.3.2 General Structural Steel Requirements
9.3.2.1 Structural Steel Materials
9.3.2.1.1
9.3.2.1.2
9.3.2.1.3
9.3.2.1.4
9.3.2.2 Member Slenderness Limits
9.3.2.2.1
9.3.2.2.2
9.3.2.2.3
9.3.2.2.4
9.3.2.2.5
9.3.3 Connections
9.3.3.1 General
9.3.3.1.1
9.3.3.1.2
9.3.3.2 Welded Connections
9.3.3.2.1
9.3.3.2.2
9.3.3.2.3
9.3.3.3 Bolted Connections
9.3.3.3.1
9.3.3.3.2
9.3.4 Open Web Steel Joists
9.3.4.1
9.3.4.2
9.3.4.3
9.3.4.4
9.3.4.5
9.4 STEEL/CONCRETE COMPOSITE [Go to Page]
9.4.1 Scope
9.4.2 Concrete Slab on Metal Deck
9.4.2.1
9.4.2.2
9.4.2.3
9.4.2.4
9.4.2.5
9.4.2.6
9.4.2.7
9.4.2.8
9.4.2.9
9.4.2.10
9.4.2.11
9.4.3 Composite Columns
9.4.3.1
9.4.3.2
9.4.3.3
9.4.3.4
9.4.3.5
9.4.3.7
9.4.4 Steel-plate Composite Walls
9.4.4.1
9.4.4.2
9.4.4.3
9.4.4.4
9.4.4.5
9.4.4.6
9.4.4.7
9.4.4.8
9.4.4.9
9.4.4.10
9.5 MASONRY [Go to Page]
9.5.1 Scope
9.5.2 General Design Requirements
9.5.2.1
9.5.2.2
9.5.3 General Material Requirements
9.5.3.1
9.5.3.2
9.5.3.3
9.5.3.4
9.5.3.5
9.5.4 General Detailing Requirements
9.5.4.1
9.5.4.2
9.5.4.3
9.5.4.4
9.5.4.5
9.5.4.6
9.5.4.7
9.5.5 Walls
9.5.5.1 Vertical Reinforcement
9.5.5.1.1
9.5.5.1.2
9.5.5.1.3
9.5.5.1.4
9.5.5.1.5
9.5.5.2 Horizontal Reinforcement
9.5.5.2.1
9.5.5.2.2
9.5.5.2.3
9.5.5.3 Bond Beams
9.5.5.3.1
9.5.5.4 Control Joints
9.5.5.4.1
9.5.5.4.2
9.5.5.4.3
9.6 FIBER REINFORCED POLYMER COMPOSITE [Go to Page]
9.6.1 Scope
9.6.2 General
9.6.2.1
9.6.2.2
9.6.2.3
9.6.3 Material Properties
9.6.3.1
9.6.3.2
9.6.3.3
9.6.3.4
9.6.4 Strengthening of Structural Members
9.6.4.1
9.6.4.2
9.6.4.3
9.6.4.4
9.6.5 Confinement of Structural Members
9.6.5.1
9.6.5.2
9.6.5.3
9.7 OTHER MATERIALS [Go to Page]
9.7.1 Aluminum
9.7.2 Wood
9.7.3 Cold-Formed Steel
9.7.3.1 Scope
9.7.3.2 General
9.7.3.3 Members
9.7.3.3.1
9.7.3.3.2
9.7.3.3.3
9.7.3.4 Connections
ch10_online [Go to Page]
Chapter 10: PERFORMANCE QUALIFICATION [Go to Page]
10.1 SCOPE
10.2 PEER REVIEW
10.3 SITE PERIMETER COMPONENTS [Go to Page]
10.3.1 Performance Qualification by Full-Scale Testing
10.3.2 Performance Qualification by Analysis and Design
10.4 BUILDING STRUCTURAL COMPONENTS [Go to Page]
10.4.1 Performance Qualification by Full-Scale Testing
10.4.2 Performance Qualification by Analysis and Design
10.5 SHIELDING STRUCTURES [Go to Page]
10.5.1 Performance Qualification by Full-Scale Testing
10.5.2 Performance Qualification by Analysis and Design
10.6 BUILDING FAÇADE COMPONENTS [Go to Page]
10.6.1 Glazing and Glazing Systems
10.6.1.1 Performance Qualification by Full-Scale Testing
10.6.1.2 Performance Qualification by Analysis and Design
10.6.2 Doors
10.6.2.1 Performance Qualification by Full-Scale Testing
10.6.2.2 Performance Qualification by Analysis and Design
10.7 BUILDING NONSTRUCTURAL COMPONENTS [Go to Page]
10.7.1 Performance Qualification by Full-Scale Testing
10.7.2 Performance Qualification by Analysis and Design
Ch-c1_online [Go to Page]
Chapter C1: GENERAL [Go to Page]
C1.1 SCOPE
C1.4 QUALIFICATIONS
Ch-c2_online [Go to Page]
Chapter C2: DESIGN CONSIDERATIONS [Go to Page]
C2.1 SCOPE
C2.2 RISK ASSESSMENT [Go to Page]
C2.2.1 Consequence Analysis
C2.2.2 Threat Analysis
C2.2.2.2 Malicious Threats
C2.2.3 Vulnerability Analysis
C2.2.4 Risk Analysis
C2.3 RISK REDUCTION [Go to Page]
C2.3.1 Consequence Reduction
C2.3.1.1 Nonstructural Components and Systems
C2.3.2 Threat Reduction
C2.3.2.1 Accidental Threats
C2.3.2.2 Malicious Threats
C2.3.2.2.1 Standoff
C2.3.2.2.2 Vehicle Barriers
C2.3.2.2.3 Landforms
C2.4 RISK ACCEPTANCE
Ch-c3_online [Go to Page]
Chapter C3: PERFORMANCE CRITERIA [Go to Page]
C3.2 DESIGN OBJECTIVES [Go to Page]
C3.2.1 Limit Structural Collapse
C3.2.2 Maintain Building Envelope
C3.2.3 Minimize Flying Debris
C3.3 LEVELS OF PROTECTION [Go to Page]
C3.3.1 Structural Damage
C3.3.2 Component Damage
C3.4 RESPONSE LIMITS [Go to Page]
C3.4.1 Flexural Members
C3.4.2 Compression Members
C3.5 MEMBER OR ELEMENT STRENGTH [Go to Page]
C3.5.1 Strength Increase Factors
C3.5.2 Strength Reduction Factors
C3.5.3 Remaining Strength
Ch-c4_online [Go to Page]
Chapter C4: BLAST LOADS [Go to Page]
C4.1 GENERAL
C4.2 BASIC PROCEDURE FOR EXTERNAL BLAST [Go to Page]
C4.2.1 Scope
C4.2.2 Directly Loaded Surfaces
C4.2.3 Indirectly Loaded Surfaces
C4.3 BASIC PROCEDURE FOR INTERNAL BLAST
C4.4 OTHER PROCEDURES [Go to Page]
Analytical Methods
Experimental Methods
Ch-c5_online [Go to Page]
Chapter C5: FRAGMENTATION [Go to Page]
C5.1 GENERAL [Go to Page]
C5.1.1 Scope
Symbols and Notation
C5.2 DESIGN REQUIREMENTS [Go to Page]
C5.2.1 Fragment Impact Effects
C5.2.2 Secondary Fragment Sources
C5.3 ANALYTICAL PROCEDURES [Go to Page]
C5.3.1 Acceptable Analytical Methods
C5.3.1.1 General
Initial Velocity of Fragment
Unconstrained Secondary Fragments Far from Charge
Unconstrained Secondary Fragments Close to Charge
Constrained Secondary Fragments
Fragment Trajectory
``Chunky'' or Drag-Controlled Fragments
Fragment Striking Velocity
Fragment Impact Damage
Limit Velocity of ``Chunky'' Nondeforming Fragments for a Thin Metal Target
Reinforced Concrete Target Materials for Small Metal Fragments
Roofing Materials
C5.3.1.2 Structural Member Global Response
C5.3.1.3 Cementitious Material Spalling/Scabbing.
C5.3.2 Limits on Analytical Procedures
C5.3.3 Complex Modeling Methods
Ch-c6_online [Go to Page]
Chapter C6: STRUCTURAL SYSTEMS [Go to Page]
C6.1 GENERAL PROVISIONS [Go to Page]
C6.1.1 Purpose
C6.1.2 Scope and Application
Seismic versus Blast
New versus Existing Construction
C6.2 STRUCTURAL MODELING AND ANALYSIS [Go to Page]
C6.2.1 Analytical Methods
C6.2.1.1 Pressure-Impulse Charts
C6.2.1.2 Single Member Response Analysis
C6.2.1.3 Structural System Multi-Degree-of-Freedom Response Analysis
C6.2.1.4 Explicit Linear or Nonlinear Finite Element Analysis
C6.2.2 Materials
C6.2.2.1 Material Strength Increase
C6.2.3 Modeling of Members
C6.2.3.1 Flexure
C6.2.3.1.1 Flexure in Structural Steel Members
C6.2.3.1.2 Flexure in Concrete Members
C6.2.3.1.3 Flexure in Masonry Members
C6.2.3.2 Shear, Axial, and Reaction Forces in Bending Members
C6.2.3.2.2 Shear in Reinforced Concrete Members
C6.2.3.3.1 Compression Members
C6.2.3.4 Instability
C6.2.3.4.1 Member and System Stability
C6.2.3.4.2 Local and Lateral-Torsional Buckling
C6.2.3.4.4 Progressive Collapse
C6.2.3.5 Foundation Members
C6.2.4 Connections and Joints
C6.2.5.1 Empirical Data, Ray Tracing, Computational Fluid Dynamics
C6.2.5.4 Negative Phase
C6.2.5.5 Member-to-Member Load Transfer
C6.2.5.6 Tributary Loads
C6.2.5.7 Load Combinations
C6.2.5.8 Clearing Effects
C6.2.6 Mass
C6.3 STRUCTURAL DESIGN [Go to Page]
C6.3.1 Structural Systems
C6.3.1.1 Steel Moment Frame Systems
C6.3.1.2 Steel Braced Frame Systems
C6.3.1.3 Concrete Moment Frame Systems
C6.3.1.4 Concrete Frame with Concrete Shear Wall Systems
C6.3.1.5 Precast Tilt-Up with Concrete Shear Wall Systems
C6.3.1.6 Reinforced Masonry Bearing/Shear Walls
C6.4 RESPONSE CHARACTERISTICS [Go to Page]
C6.4.1 Close-In Effects
C6.4.2 Far-Range Effects
Ch-c7_online [Go to Page]
Chapter C7: PROTECTION OF SPACES [Go to Page]
C7.2 WALLS AND SLABS ISOLATING INTERNAL THREATS [Go to Page]
C7.2.3 Design Provisions for Walls and Slabs Isolating Internal Threats
C7.2.4 Stairwell Enclosures
C7.3 SAFE HAVENS [Go to Page]
C7.3.1 Design Considerations
C7.3.2 Applicable Loads and Performance
C7.3.4 Location within Building
Ch-c8_online [Go to Page]
Chapter C8: EXTERIOR ENVELOPE [Go to Page]
C8.1 DESIGN INTENT
C8.2 DESIGN PROCEDURES [Go to Page]
C8.2.1 General
C8.2.2 Response Criteria
C8.2.3 Analytical Methods
C8.2.4 Balanced Design
C8.2.5 Flying Fragments
C8.3 FENESTRATION [Go to Page]
C8.3.1 General
C8.3.2 Blast-Mitigating Window Systems
New Systems
Special Considerations for New Window Systems
Capabilities of Typical Commercial Window Systems
C8.3.2.1 Glazing
C8.3.2.2 Frame and Mullion Design
C8.3.2.3 Connections and Anchorage
C8.3.2.4 Rebound Loads
C8.3.3 Curtain Wall Systems
C8.3.4 Skylights
C8.3.5 Operable Windows
C8.3.6 Doors
C8.3.6.2 Public-Access Glass Doors
C8.3.6.3 Oversize and Rollup Doors
C8.3.6.4 Other Door Egress, Equipment, Maintenance, Delivery, and Utility Doors
Commercial Blast Doors
C8.4 NON-LOAD-BEARING EXTERIOR WALLS [Go to Page]
C8.4.1 General
C8.4.2 Cast-in Place, Precast, and Tilt-Up Concrete Walls
C8.4.3 Pretensioned and Posttensioned Concrete Wall Panels
C8.4.4 Masonry Walls
C8.4.5 Steel Wall Systems
C8.5 ROOF SYSTEMS [Go to Page]
C8.5.2 Concrete Slab Roofs
C8.5.3 Metal Deck
C8.5.4 Composite Slab Construction
C8.5.5 Steel Joists and Joist Girders
C8.5.6 Other Roof Systems
C8.7 HAZARD-MITIGATING RETROFITS [Go to Page]
C8.7.2 Security Window Films
Fragment-Catching Systems
C8.7.5 Secondary Window Systems
C8.7.8 Fiber-Reinforced Polymers
C8.8 AMPLIFICATION AND REDUCTION OF BLAST LOADS [Go to Page]
C8.8.1 Building Shape and Site
C8.8.2 Venting
Ch-c9_online [Go to Page]
Chapter C9: MATERIALS DETAILING [Go to Page]
Outline placeholder [Go to Page]
C9.1.1 Scope
C9.1.2 Structural Interaction
C9.1.2.1 Primary and Secondary Members
C9.1.2.2 Predominance of Global Structural Performance
C9.1.3 Materials
C9.1.7 Use of Reference Documents
C9.1.8 Special Inspection
C9.2 CONCRETE [Go to Page]
C9.2.1 Scope
C9.2.2 General Reinforced Concrete Detailing Requirements
C9.2.2.1
C9.2.2.2
C9.2.2.3
C9.2.2.5
C9.2.2.6
C9.2.3 Columns
C9.2.3.1
C9.2.3.2
C9.2.3.3
C9.2.3.4
C9.2.4 Beams
C9.2.4.1
C9.2.4.2
C9.2.4.3
C9.2.4.4
C9.2.4.5
C9.2.5 Beam-Column Joints
C9.2.5.1
C9.2.5.2
C9.2.5.3
C9.2.5.4
C9.2.6 Slabs
C9.2.6.1
C9.2.6.2
C9.2.6.3
C9.2.7 Walls
C9.2.7.1
C9.2.7.2
C9.3 STRUCTURAL STEEL [Go to Page]
C9.3.1 Scope
C9.3.2 Structural Steel Materials
C9.3.2.1.2
C9.3.2.1.3
C9.3.2.1.4
C9.3.3 Connections
C9.3.3.1 General
C.9.3.3.1.1
C9.3.3.1.2
C9.3.3.2 Welded Connections
C9.3.3.2.1
C9.3.3.2.2
C9.3.3.2.3
C9.3.3.3 Bolted Connections
C9.3.3.3.1
C9.3.3.3.2
C9.3.4 Open Web Steel Joists
C9.3.4.1
C9.3.4.2
C9.3.4.5
C9.4 STEEL/CONCRETE COMPOSITE [Go to Page]
C9.4.1 Scope
C9.4.2 Concrete Slab on Metal Deck
C9.4.2.3
C9.4.2.4
C9.4.2.9
C9.4.2.11
C9.4.3 Composite Columns
C9.4.3.1
C9.4.3.2
C9.4.3.3
C9.4.3.4
C9.4.3.5
C9.4.3.6
C9.4.3.7
C9.4.4 Steel-plate Composite Walls
C9.4.4.1
C9.4.4.2
C9.4.4.3
C9.4.4.4
C9.4.4.5
C9.4.4.6
C9.4.4.7
C9.4.4.8
C9.4.4.9
C9.4.4.10
C9.5 MASONRY [Go to Page]
C9.5.1 Scope
C9.5.2 General Design Requirements
C9.5.4.4
C9.5.4.5
C9.5.5 Walls
C9.6 FIBER REINFORCED POLYMER [Go to Page]
C9.6.1 Scope
C9.6.2 General
C9.6.3 Material Properties
C9.6.4 Strengthening of Structural Members
C9.6.5 Confinement of Structural Members
C9.7 OTHER MATERIALS [Go to Page]
C9.7.1 Aluminum
C9.7.3 Cold-Formed Steel Framing
Ch-c10_online [Go to Page]
Chapter C10: PERFORMANCE QUALIFICATION [Go to Page]
C10.1 Scope
C10.2 Peer Review
C10.3 Site Perimeter Components [Go to Page]
C10.3.1 Performance Qualification by Full-Scale Testing
C10.3.2 Performance Qualification by Analysis and Design
C10.4 Building Structural Components [Go to Page]
C10.4.1 Performance Qualification by Full-Scale Testing
C10.4.2 Performance Qualification by Analysis and Design
C10.5 SHIELDING STRUCTURES [Go to Page]
C10.5.1 Performance Qualification by Full-Scale Testing
C10.5.2 Performance Qualification by Analysis and Design
C10.6 BUILDING FAÇADE COMPONENTS [Go to Page]
C10.6.1 Glazing and Glazing Systems
C10.6.2 Doors
C10.7 BUILDING NONSTRUCTURAL COMPONENTS [Go to Page]
C10.7.1 Performance Qualification by Full-Scale Testing
C10.7.2 Performance Qualification by Analysis and Design
Reference_online
Index_print [Go to Page]

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