AISI S/S (): AISI STANDARD Standard for Seismic Design of They are available free of charge in PDF format at their Technical Library. AISI. is anticipated that AISI will publish updates of this material as new information becomes AISI S, the edition of the Standard for Cold-Formed Steel . Table 1 AISI Cold-Formed Steel Structural Standards Mapped Against Applications. Cold-Formed . AISI S, Standard for Seismic Design of Cold- Formed.
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PDF · North American Standard for Cold-Formed Steel Framing -- Product Data, . for AISI S Standard for Seismic Design of Cold-formed Steel Structures. 2 to the North American Specification for the Design of Cold-Formed Steel Structural Members, Edition February ; AISI S/S ()AISI . as AISI COFS Lateral Design Subcommittee Chairman for several years .. Wall Studs. Headers. Quality Control and. Quality Assurance. Trusses. S S
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All of your saved places can be found here in My Trips. Babiface 5, forum posts. The main design strategies employed by UFC are to maximize standoff distance, prevent progressive collapse and minimize hazardous flying debris.
Progressive collapse avoidance is addressed by UFC The main criterion to note is that it is only required in structures of three or more stories in height.
UFC tables B-1 and B-2 provide the conventional standoff distances and minimum standoff distances for a building based on its construction type and building category. The conventional standoff distance is where conventional construction may be used for building components other than windows and doors without a specific analysis of blast effects.
The minimum standoff distance is the smallest permissible distance allowed regardless of any analysis or construction hardening.
To minimize hazardous flying debris, two basic components are addressed: typical wall framing and opening support framing. UFC Table provides the allowable height for cold-formed stud typical wall framing based on material, spacing, support conditions and supported weight. Note that 50 ksi stud material is required to meet these requirements.
There is no similar strength requirement for connections. For framing that meets both the conventional standoff distance and allowable member height, NO further blast analysis is required. For framing that does not meet either the conventional standoff distance or allowable member height, additional blast analysis IS required. Per section B Doors are designed to remain in their frames and not become hazards to building occupants.
Sidelights and transoms that are included within the door assembly are also not required to be analyzed for blast. There are exclusions provided for unoccupied areas of buildings, such as exterior stairwells and exterior walkways.
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Personal experience with the U. Low Level of Protection allows for moderate damage with collapse being unlikely and having the potential for serious but not fatal human injury.
Very Low Level of Protection allows for heavy structural damage with progressive collapse unlikely and having serious human injury likely with potential fatalities.
Any projects that require a higher Level of Protection designation must be referenced elsewhere. UFC allows for two basic analysis methods for performing blast design, static analysis and dynamic analysis.
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Generally, dynamic analysis will provide lighter members than static analysis. Ribbon windows, aluminum curtainwalls, storefronts, etc.
These supporting elements must have moment and shear capacities greater than the calculated conventional wall capacities multiplied by the applicable tributary area increase. UFC section B It makes a difference which members are chosen for the jamb stud assembly, as the connection must be designed for the shear capacity of that specific assembly.
Per UFC section B The resistance factor for bending is allowed to be 1. Published LRFD strengths already have the appropriate resistance factors incorporated.The standoff distance is entered as the project-specific standoff distance. There are exclusions provided for unoccupied areas of buildings, such as exterior stairwells and exterior walkways.
The remaining typical blast parameter inputs are shown below. Department of Defense DoD was charged with incorporating antiterrorism protective features into the planning, design and execution of its facilities.
The remaining typical blast parameter inputs are shown below. UFC tables B-1 and B-2 provide the conventional standoff distances and minimum standoff distances for a building based on its construction type and building category. The resistance factor for bending is allowed to be 1. Low Level of Protection allows for moderate damage with collapse being unlikely and having the potential for serious but not fatal human injury.
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