AISC Design Guide 23 – Constructability of Structural Steel Buildings, Contents:
1 INTRODUCTION
1.1 HOW DOES CONSTRUCTABILITY HAPPEN?
1.2 IS CONSTRUCTABILITY THE SAME AS VALUE ENGINEERING?
1.3 FUNDAMENTALS OF CONSTRUCTABILITY
1.4 BUILDING INFORMATION MODELING
1.5 IMPLEMENTATION OF CONSTRUCTABILITY
2 EARLY INVOLVEMENT
2.1 INITIAL PLANNING DECISIONS
2.2 COORDINATION AND COMPLETENESS OF CONSTRUCTION DOCUMENTS
2.3 PROJECT COMMUNICATION
2.4 CONSTRUCTABILITY INPUT
2.5 DESIGN AND CONTRACTOR COORDINATION
3 THE DESIGN PROCESS
3.1 DISCUSSION TOPICS
3.2 JOINT DETAILS
3.3 INTERDEPENDENCE
3.4 CODE OF STANDARD PRACTICE
4 STRUCTURAL STEEL FRAMING
4.1 ESTIMATING THE COSTS OF STEEL FRAMING
4.2 AVAILABILITY OF STEEL SHAPES
4.3 MILLS AND SERVICE CENTERS
4.4 SUSTAINABLE DESIGN
4.5 SYSTEM AND MEMBER SELECTION
4.5.1 Floor and Roof Framing
4.5.2 Long-Span Framing
4.5.3 Columns
4.5.4 Braced Frames Versus Moment Frames
4.5.5 Horizontal Bracing (Diaphragms)
4.5.6 Vertical Bracing
4.6 MINIMIZING FLOOR-TO-FLOOR HEIGHT
4.6.1 Staggered Truss Framing
4.6.2 Integrated Structure and Mechanical Systems
4.6.3 Proprietary Systems
4.7 CASE STUDY ONE
4.8 CASE STUDY TWO
5 DETAILING AND FABRICATION
5.1 COMPLETE AND COORDINATED DESIGN DOCUMENTS
5.2 MATERIAL PROCUREMENT AND SHOP DRAWING PREPARATION
5.3 STANDARDS
5.4 CONNECTIONS
5.4.1 Bolted Joint Considerations
5.4.2 Welded Joint Considerations
5.5 SURFACE PREPARATION
5.6 GALVANIZING
5.7 SHIPPING AND DELIVERY
6 CONSTRUCTABILITY AND STEEL ERECTION
6.1 COMPLETE AND COORDINATED DESIGN DOCUMENTS
6.2 SITE CONSTRAINTS
6.3 SEASON OF CONSTRUCTION
6.4 SEQUENCE OF CONSTRUCTION
6.5 CONSTRUCTION SCHEDULE
6.6 OSHA REQUIREMENTS
6.7 SPECIAL ERECTION PROCEDURES
6.8 TEMPERATURE ADJUSTMENTS
6.9 SPECIAL TOLERANCES
6.10 ERECTION STABILITY
6.11 GENERAL ERECTION TOLERANCES
7 SPECIAL CONSTRUCTABILITY ISSUES
7.1 ANCHORAGE TO CONCRETE
7.1.1 Anchor Rods
7.1.2 Anchor Rod Tolerances
7.1.3 Embeds
7.1.4 Embed Tolerances
7.2 CAMBER
7.3 FABRICATION TOLERANCES
7.4 COLUMN SPLICES
7.5 FAÇADE ATTACHMENTS
7.6 HIGH-STRENGTH BOLT USAGE
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