(This document is an excerpt from AISI S North American Standard for Cold Formed Steel Framing – Lateral. Design for convenience only, and should be. Documento 8 – AISI S Standard and Commentary – Committee Use (11!27! 07) – Download as PDF File .pdf), Text File .txt) or read online. AISI S/S ().iv Steel Framing Alliance and the Canadian Sheet Steel Building Institute. North American Standard For Cold-Formed Steel Framing .
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The ends of a built-up compression member are connected by a weld having a length not less than the maximum width of the member or by connectors spaced longitudinally not more than 4 diameters apart for a distance equal to 1.
Leave a Comment Click here to cancel reply. This appendix contains requirements for the determination of the rotational stiffness that structural sheathing provides to framing members to facilitate the design for distortional buckling. The method assumes a sheathing strip carries the lateral load via tension field action.
It outlines the scope, which is for design and installation of cold-formed steel framing of a floor and roof systems, b structural walls, c shear walls, strap braced walls, and diaphragms to resist in-plane lateral loads, and d trusses for load-carrying purposes in buildings. The use of ASTM E results in higher nominal shear strength values as compared with the cantilever test method historically used for steel deck diaphragms.
The exception applies where the built-up section is seated properly in a track, and the top and bottom end bearing detail of the studs consists of a steel or concrete support with adequate strength and stiffness to preclude relative end slip of the two built-up stud sections. These cold-formed steel framing standards are available as free downloads at www.
Also, for ease of use, S contains a section reference table between the S provisions and the previous provisions Table 2. The truss component structural performance load test and full-scale truss confirmatory test methods, previously included in AISI S, are provided in this appendix. ASTM C has historically stipulated manufacturing tolerances for cold-formed steel structural framing members.
However, AISI S now incorporates an exception for a built-up axial load bearing section comprised of two studs oriented back-to-back forming an I-shaped cross-section. This method provides an alternative approach to determine the shear wall strength, especially for those that are outside the limitations of the tested systems.
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Section reference table S and previous standard. But, why would AISI develop six discrete framing standards as opposed to one design manual? Beneficial for the design engineer is a new Effective Strip Method that enables the calculation of the nominal in-plane shear wall z213-07 for Type I shear walls Figure 2.
Inthe manufacturing tolerance values were extended to the aizi width and stiffening lip length. Sheathing and discrete bracing. This has been an often asked question by framing design engineers.
Your message Submit Comment. This newly developed chapter provides minimum requirements for aisj control and quality assurance for material control and installation for cold-formed steel light-frame construction. The simple reason is, it was easier to develop small single-topic documents versus a more comprehensive multi-topic document.
STRUCTURE magazine | Cold-Formed Steel Framing Standards
This new chapter lists applicable AISI test standards for cold-formed steel framing members, connections, and aissi. For curtain wall asi, the standard now permits the use of the bracing combination of sheathing attached to one side of the wall stud and discrete bracing for the other flange Figure 1. The discrete braces are limited to not greater than aaisi feet 2. The chapter also includes:. This limitation has been eliminated from AISI S; however, it should be remembered that mils is still the maximum thickness of standard products in the United States and 97 mils 0.
This new standard includes design provisions for wall systems, floor and roof systems, lateral force-resisting systems, as well as truss and header assemblies. This new exception provides for a more economical built-up member, as is often used as a jamb stud or shear wall boundary member. This chapter contains design, manufacturing quality criteria, and installation requirements for cold-formed steel trusses alsi previously included in AISI S This article focuses on AISI S which applies to cold-formed steel structural members subject to gravity loading, wind loading, and seismic loading, except when specific seismic detailing is required.
This chapter contains design provisions for cold-formed steel framing members and assemblies, as previously included in AISI S, S, S, and S Six of these standards addressed the design of structural elements, such as general provisions, wall studs, floor joists, trusses, headers, and shear walls. Format defines design considerations. This chapter provides installation requirements previously contained in the various framing standards.
The effective strip method is permitted to be aiis within the following range of parameters:.
AISI Cold-Formed Steel Standards are Offered Free of Charge for Downloading
For roof or floor diaphragms with a maximum aspect ratio of 4: Xisi computational method is applicable for walls sheathed with steel sheet. Effective strip method model for steel-sheet sheathing. First Name Last Name. The previous design standards s2130-7 their application to framing members having a maximum base steel thickness to mils 0.
From tothe AISI Committee on Framing Standards developed nine different framing standards to cover specific aspects of cold-formed steel framing.
The other standards addressed such topics as a code of standard practice, the definition of standard product, and prescriptive design for residential applications.