Cold-formed steel in tall buildings /
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| Imprint: | New York, NY : McGraw-Hill, c1993. |
|---|---|
| Description: | xvi, 182 p. : ill. ; 24 cm. |
| Language: | English |
| Series: | Tall steel buildings Tall buildings and urban environment series Monograph (Council on Tall Buildings and Urban Habitat) |
| Subject: | |
| Format: | Print Book |
| URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/1480156 |
Table of Contents:
- 1. Introduction. 1.1. Applications of Cold-Formed Steel. 1.2. Design Standards and Recommendations. 1.3. Functional Requirements
- 2. Structural Members. 2.1. LRFD Standard for Cold-Formed Steel Design. 2.2. Steel Joists
- 3. Decking and Sandwich Panels. 3.1. Floor and Roof Decking. 3.2. Composite Slab Applications. 3.3. Design Aspects of Composite Slabs. 3.4. Execution of Composite Slabs. 3.5. Roof Decking. 3.6. Conclusions for Roof and Floor Decking. 3.7. Sandwich Panels
- 4. Shear Diaphragms. 4.1. Roof and Floor Diaphragms (SDI method). 4.2. Design Method for Steel Deck Shear Diaphragms (Proposed Method for Canadian Practice)
- 5. Connections in Cold-Formed Steel. 5.1. Mechanical Fasteners. 5.2. Welding. 5.3. Adhesive Bonding. 5.4. Requirements and Selection Procedure. 5.5. Mechanical Properties of Connections. 5.6. Forces in Connections
- 6. Functional Requirements for Tall Buildings. 6.1. Basic Elements. 6.2. Specific Quality Requirements (Quality Profiles). 6.3. Basic Products and Composite Materials. 6.4. Examples of Built-Up Structural Elements
- 7. Stainless-Steel and Corrosion-Resisting Steel Sections. 7.1. ASCE Standard for Stainless Steel. 7.2. Material. 7.3. Mechanical Properties of the Listed Stainless Steel. 7.4. Design Procedure. 7.5. Anisotropy. 7.6. Deflection Determination. 7.7. Other Corrosion-Resisting Steels. Glossary. Symbols. Abbreviations. Units.
