AISC Design Guide 18 – Steel-Framed Open-Deck Parking Structures, Contents:
Chapter 1—Introduction
1.1 Overview of Open-Deck Parking Structures
1.2 Major Components of Interest to a Structural Engineer
1.3 Code Considerations
1.3.1 Code Applicability
1.3.2 Relevant Code Sections for Open-Deck Parking Structures
1.3.3 Code Definitions
1.3.4 Fire Protection and Height
1.3.5 ADA Guidelines
Chapter 2—Deck Systems for Parking Structures
2.1 Types of Deck Systems
2.1.1 Cast-in-place reinforced concrete
2.1.1.1 Clear Cover and Permeability
2.1.1.2 Curing
2.1.1.3 Joints, Cracks and Drainage
2.1.1.4 Steel Deck
2.1.2 Cast-in-Place Post-Tensioned Slabs and Toppings
2.1.3 Precast Double Tees
2.1.4 Other Systems
2.1.4.1 Filigree
2.1.4.2 Hollow-Core Plank
2.2 Deck System Selection by Climactic Zone
2.3 Concrete Durability
2.4 Plaza Deck Systems
2.5 Deck System Design Parameters
2.5.1 Cast-in-Place Conventionally Reinforced Concrete on Stay-in-Place Metal Forms
2.5.1.1 Deck Slope
2.5.2 Cast-in-Place Post-Tensioned Slabs and Toppings
2.5.3 Precast Double Tees
2.5.4 Filigree Precast with Post-Tensioned Deck
2.5.5 Filigree Precast with Conventionally Reinforced Slab
2.5.6 Precast Hollow Core Slabs with Field Topping
2.5.7 Deck Renovation
Chapter 3—Framing Systems
3.1 Introduction
3.2 Economy
3.2.1 Relationship Between Deck Type and Bay Size Geometry
3.3 Plan Framing Design
3.3.1 Cast-in-Place Conventionally Reinforced Slab Poured on Stay-in-Place Metal Decking
3.3.2 Cast-in-Place Post-Tensioned Slab Framing Plan
3.3.2.1 The Effect That Post-Tensioning Forces Have on Members and Their Connection
3.3.2.2 Construction Loads
3.3.2.3 Camber
3.3.2.4 Connection Design
3.3.2.5 Member Design in Direction of Primary Reinforcing
3.3.3 Precast Double Tee Deck
3.3.4 Cast-in-Place Post Tensioned Slab on Filigree Forms
3.3.5 Cast-in-Place Conventionally Reinforced Slab on Precast Forms
3.4 Other Framing Considerations
3.4.1 Connection Type: Rigid or Semi-Rigid
3.4.2 Composite Beams
3.4.3 Shored Versus Un-Shored Composite Beams
3.4.3.1 Cast-in-Place Post-Tensioned Deck
3.4.3.2 Cast-in-Place Slab on Metal Deck
3.4.3.3 Cast-in-Place Slab on a Filigree Deck
3.4.4 Non-Composite Beams
3.4.5 Castellated Beams
3.4.6 Perimeter Beams
3.4.7 Steel Joists
3.4.8 Control/Expansion Joints
3.5 Vertical Framing Design
3.5.1 Lateral Load Considerations
3.5.2 Braced Frames
3.5.2.1 Length Changes Due to Thermal Effects
3.5.2.2 Shortening of the Deck Due to Concrete Shrinkage and Creep
3.5.2.3 Length Changes and How They Relate to Bracing
3.5.3 Shear Walls
3.6 Erection Considerations
3.6.1 Considerations for All Steel-Framed Parking Structures
3.6.2 Considerations for Deck-Specific Types
Chapter 3 Tables
Chapter 3 Figures
Chapter 4—Mixed-Use Structures
Chapter 5—Fire Protection Requirements
Chapter 6—Barriers and Facades
6.1 Impact Requirements
6.2 Railing Code Requirements
6.3 Facade Options
6.4 Perimeter Protection
6.4.1 Precast Architectural Panels
6.4.2 Open Steel Member Design
6.4.3 Cable Barrier Design Calculations
Chapter 7—Stairs and Elevators
7.1 Stair Locations and Requirements
7.2 Elevators
Chapter 8—Corrosion Protection for Exposed Steel in Open-Deck Parking Structures
8.1 General Overview
8.2 Environmental Factors
8.3 High-Performance Coating Systems
8.3.1 Overview
8.3.2 Selection
8.3.2.1 Factors That Affect Cost and Performance
8.3.2.2 Recommended Coating Systems
8.3.2.3 Moderate Performance Coating Systems
8.3.2.4 Low-VOC Alternative
8.4 Galvanizing
Chapter 9—Life-Cycle Costs of Steel-Framed Parking Structures
Chapter 10—Checklist for Structural Inspection of Parking Structures
AppendixA1—Example: Post-Tensioned Deck Parking Garage
AppendixA2—Example:Cast-in-Place Concrete on Metal Deck
AppendixA3—Example: Precast—Twin Tee DeckAppendixB—Protective Coating System Specification
AppendixC—Bibliography of Technical Information on Painting
AppendixD—Recommended Resources on Parking Structures
AISC Design Guide 18 – Steel-Framed Open-Deck Parking Structures
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