AISI S200-07 PDF
AISI S DISCLAIMER The material contained herein has been developed by the American Iron and Steel Institute Committee on Framing Standards. AISI S is the new designation for the revised General Provisions standard (AISI, b). This standard addresses those things that are common to. Supplement 2 to AISI S replaced Supplement 1 to AISI S and has AISI S, North American Standard for Cold-Formed Steel Framing.
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Screw head or washer diameter, d w is 0. It provides a general review of the basic structural principles, and five comprehensive design examples, which cover wind bearing and axial load bearing stud walls, and joists. Maximum stud spacing 24″ o. A new Example 5 has been added to illustrate the design of load-bearing framing using ledger framing. Screws in the field of the panel shall be installed 12″ mm on center o.
Applications Cold-formed steel framing and sheet steel sheathing to cold-formed steel. The slide clip detail for connecting wind bearing studs has been modified to illustrate a clip more typical of modern construction.
Steel thickness for both members must be in the range of 12—22 gauge. Documents are prepared M-F during regular business hours.
Please be sure to include an email address with your order. This screw is not recommended for 16 gauge and thicker steel.
Select One of Our Sites. C-F Fastening Systemspage Iasi design examples also show both screwed and welded connection details. Where warping torsion is checked, the provisions of Section C3.
For design purposes, steel sheet thicknesses are 0. Please do not duplicate and distribute this document.
Free CFS Publications from the AISI/SMDI Construction Market Council
In lieu of blocking, panel edges shall be permitted to be overlapped and attached to each other with screw spacing as required for panel edges. Distortional buckling calculations have been added to Example 2.
The electronic version of this document will aisu placed in a Dropbox folder and the purchaser aixi via email when it is available for downloading.
A catalog including specifications, load tables and installation illustrations for our cold-formed steel connectors and clips. See General Load Tables for screw strength. Table based on Table C2. Fastening Systems — Engineered to Drive Easy: The alternative parapet design using cantilevering HSS posts has been modified to reflect an approach with more flexibility for field installation.
The tabulated shear values are based on the thinner steel member in connection. Connectors for Cold-Formed Steel Construction.
Cold-Formed Steel: SCREWS Self-Drilling Fasteners
The allowable load ASD values shown are not permitted to be increased for short-duration loads such as wind or earthquake loads. The lower of the pull-over and pull-out allowable load should be used for tension design.
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