editions of the Specification developed by AISI and CSA. AISI: for example, this Specification will be referred as AISI S, where the last. AISI SSERIES FRAMING STANDARDS BUNDLE. This bundle includes 11 documents. (Download). AISI S/S (). AISI S AISI. AISI-S General requirements for residential and commercial construction, prescriptive and engineered design. Examples include member identification.
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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.
This chapter provides installation requirements previously contained in the various framing standards. These cold-formed steel framing standards are available as free downloads at www.
Your message Submit S2000-07. First Name Last Name. The previous design standards limited their application to framing members having a maximum base steel thickness to mils 0. This method provides an alternative approach aii determine the shear wall strength, especially for those that are outside the limitations of the tested systems.
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. Effective strip method model for steel-sheet sheathing.
This chapter contains design, manufacturing quality criteria, and installation requirements for cold-formed steel trusses as previously included in AISI S For curtain wall systems, 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 truss component structural performance load test and full-scale truss confirmatory test methods, previously included in AISI S, are provided in this appendix. The chapter also includes:. 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.
Section reference table S and previous standard.
STRUCTURE magazine | Cold-Formed Steel Framing Standards
The discrete braces are limited to not greater than 8 feet 2. Sheathing and discrete bracing.
Also, for ease of use, S contains a section reference table between xisi S provisions and the previous provisions Table 2.
This newly developed chapter provides minimum requirements for quality control and quality assurance for material control and installation for cold-formed steel light-frame construction. This new exception provides for a more economical built-up s200-0, as is often used as a jamb stud or shear wall boundary member. The other standards addressed such topics as a code of standard practice, the definition of standard product, and prescriptive design for residential applications.
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 strength for Type I shear walls Figure 2. This new chapter lists applicable AISI test standards for cold-formed steel framing members, connections, and systems. 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.
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From tothe AISI Committee on Framing Standards developed nine different framing standards to cover specific aspects of cold-formed steel framing. Inthe manufacturing tolerance values were extended to the flange width and stiffening lip length. This chapter contains design provisions for cold-formed steel framing members and assemblies, as previously included in AISI S, S, S, and S Format defines design ausi.
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 computational method is applicable for walls sheathed with steel sheet.
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. It outlines the scope, which is for design and installation of cold-formed steel framing of a floor 2s00-07 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 sisi.
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 method assumes a sheathing strip carries the lateral load via tension field action. For roof or floor diaphragms with a maximum aspect ratio of 4: The simple reason is, it was easier to develop small single-topic documents versus a more comprehensive multi-topic document. The effective strip method is permitted to be used within the following range of parameters:.