- SFIA COLD FORMED STEEL FRAMING 2007 EDITION SOFTWARE
- SFIA COLD FORMED STEEL FRAMING 2007 EDITION CODE
International Building Code, International Code Council, Falls Church, VA, 2006. Minimum Design Loads for Buildings and Other Structures, SEI/ASCE 7-05, American Society of Civil Engineers, Reston, VA, 2006 Proceedings of the International Specialty Conferences on Cold-Formed Steel Structures, Wei-Wen Yu Center for Cold-Formed Steel Structures, Department of Civil Engineering, University of Missouri-Rolla, 1971, 1973,1975, 1978, 1980, 1982, 1984, 1986, 1988, 2000, 2002, 2004, 2006, 2008. and Turner, J.L., Bracing Cold-Formed Steel Structures A Design Guide, American Society of Civil Engineers, Reston, VA, 2006. North American Specification for the Design of Cold-Formed Steel Structural Members, AISI S100-07, American Iron and Steel Institute, Washington, D.C.2007Ĭold-Formed Steel Design Manual, American Iron and Steel Institute, Washington, D.C., 2002 North American Specification for the Design of Cold-Formed Steel Structural Members, American Iron and Steel Institute, Washington, D.C., 2001 with 2004 Supplement. Yu, W.W., Cold-Formed Steel Design, 3rd Edition, Wiley-Interscience, New York, 2000. “Resources for Steel Design”, Committee on Design of Steel Building Structures, ASCE Structural Engineering Institute, Modern Steel Construction, American Institute of Steel Construction, December, 2005. The development of this compendium is an effort of the Wei-Wen Yu Center for Cold-Formed Steel Structures. With the increased use of cold-formed steel members and connections the need to provide more information for the design, fabrication and erection of cold-formed steel structures. In recent years cold-formed steel members have also been assigned the task of providing the load bearing system for low- and mid-rise structures. Provide enough dead load to resist uplifting force at each end of the shear wall.ĭesign Office References for Cold-Formed SteelĬold-formed steel members for decades have been used as secondary members in both steel framed and concrete framed structures. Identify shear wall locations and indicate main frame lateral forces to be accommodated in the shear wall design.ĭesign the foundations at the shear wall anchorage. Be aware that these connectors have low allowable load capacities.Ġ.14” diameter is the preferred powder actuated fastener (PAF) size by most cold formed steel contractors. PAF and screw connections are typically preferred by cold formed steel contractors.
If you are not able to vertically align the bearing walls then you should consider other framing systems. It is critical that cold formed steel bearing walls align vertically. Rule number one when designing cold formed steel bearing walls:
SFIA COLD FORMED STEEL FRAMING 2007 EDITION SOFTWARE
Two software programs are available at no cost on the internet:ĬFS light: AISIWIN: This software enables one to analyze a cross-section to determine its compliance with the AISI Specification (AISI 5100). To obtain AutoCAD files, please make your request using the Ask the Professor feature of the website. Low-Rise Residential Construction Details
0 kommentar(er)
