AISC D837 2022

$27.08

Design Guide 37: Hybrid Steel Frames with Wood Floors

Published By	Publication Date	Number of Pages
AISC	2022	116

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Description

Modern hybrid steel and mass-timber systems utilize the strengths of both materials to achieve highly efficient and attractive structural systems. Design Guide 37 provides a multi-disciplinary review of the design considerations that impact the structural design of hybrid steel-framed structures with mass-timber floors, including fire, acoustics, and sustainability.

PDF Catalog

PDF Pages	PDF Title
1	Hybrid Steel Frames with Wood Floors
4	Copyright
5	Authors/Acknowledgments
6	Preface
7	Table of Contents
9	Abbreviations
10	Purpose
11	Chapter 1 Mass-Timber Background Information 1.1 Introduction to Mass Timber 1.2 Types of Mass Timber
12	1.3 Relevant Codes and Standards
15	Chapter 2 Introduction to Hybrid Steel-Timber Systems 2.1 Benefits of Hybrid Steel-Timber Systems 2.2 Case Studies
23	2.3 Hybrid vs. Traditional Mass Timber
30	2.4 Basic Hybrid System
32	2.5 Mechanical Services Integration
37	Chapter 3 Fire Design 3.1 Basics of Fire Performance 3.2 Code Considerations
40	3.3 Fire Protection Options for Hybrid Systems
42	3.4 Fire Performance of Steel-to-Mass-Timber Interface
43	3.5 Detailing
45	Chapter 4 Acoustics 4.1 Basics of Acoustics in Mass Timber
50	4.2 Typical Mass-Timber Floor Buildups
51	4.3 Acoustic Topping Options
55	Chapter 5 Sustainability 5.1 Basics of Embodied Carbon
56	5.2 Comparative Life-Cycle Assessment of Hybrid Steel-Timber
60	5.3 Product Sustainability Certifications
62	5.4 Sustainability Conclusion
63	Chapter 6 Structural Design 6.1 Typical Floor Plate Design
64	Design Example 6.1 Noncomposite Hybrid Steel Beam with CLT Panel
69	Design Example 6.2 Timber Panel Design
74	Design Example 6.3 Fire Resistance Rating of 5-Ply CLT Panel
75	6.2 Lateral System Design
81	Design Example 6.4 CLT Diaphragm Design
86	6.3 Composite Systems
89	Design Example 6.5 Composite Hybrid Steel Beam with CLT Panel
98	6.4 Vibration
99	6.5 Mass Timber-to-Steel Connection Types
101	6.6 Detailing Considerations
107	Chapter 7 Constructability 7.1 Procurement 7.2 Erection
108	7.3 Tolerances 7.4 Timber Protection
109	7.5 Fire Risk During Construction
111	References
116	Back Cover