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STRUCTURE magazine AISI Cold- Formed Steel Design Manual Updated. Municipalities have, or are in the process of adopting, the 2. International Building Code (IBC). The 2. 01. 5 IBC incorporates by reference AISI S1. North American Specification for the Design of Cold- Formed Steel Structural Members, 2.

Edition. To facilitate the use of AISI S1. Watch Tales From The Mist: Inside The Fog Streaming. American Iron and Steel Institute (AISI) developed the 2. Cold- Formed Steel Design Manual (Manual).

The Manual includes 6. In addition, AISI S1. Commentary on the North American Specification for the Design of Cold- Formed Steel Structural Members (AISI S1. C) are included in the Manual.

The Manual is presented in two volumes with eight parts. The following discussion highlights significant changes to the document. AISI Manual for Cold- Formed Steel Design. Watch Out West Torent Free.

Dimensions and Properties. The table of referenced ASTM steels has been updated to reflect recent changes in steels approved for cold- formed steel design. Information regarding steel deck products has been updated to reflect the latest requirements published by the Steel Deck Institute (SDI). The cross- sections provided in Part I include: “representative cross- sections,” such as purlins or girts and light- steel framing cross- sections (joists, studs, or track). Similar to the previous edition of the Manual, formulas for calculating gross- section properties used for compression or flexure, and the properties for distortional buckling analysis, have been provided for commonly used C- , Z- and Hat- Sections. The effective section property examples have been updated to reflect changes in Chapter B of AISI S1.

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Two new examples have been added: 1) Effective section properties of a panel section with large radii. This example illustrates the effect of large corner radii on effective section properties by using the rational engineering method provided in Section B1.

AISI S1. 00- 1. 2- C Commentary. Effective section properties of cellular deck with intermittent fasteners between deck and cover plate.

This example illustrates the application of the new design provisions of AISI S1. Section B2. 5 for determining cellular deck effective section properties.

Beam Design. The introductory sections have been updated to include expanded discussions on cold- formed flexural member behavior and limit states, including distortional buckling, in order to assist in an overall understanding of cold- formed steel beam behavior and design. The strength tables for joist/stud and track sections have been updated and reflect only the thicknesses readily available for each steel grade.

Tabulated strengths for Grade 5. Similarly, tabulated strengths for Grade 3. Table values based on Grade 5. Four new example problems have been added: 1) Four span continuous standing seam roof system.

This example outlines a comprehensive procedure for designing a standing seam roof system and applies to both the panel and its supporting purlins. This example illustrates the application of AISI S1. Section D6. 1. 2 to determine the flexural strength of purlins under gravity loads. Flexural strength of a C- Section with web perforations by the Direct Strength Method. This example shows how to determine the flexural strength of a perforated member using the Direct Strength Method (DSM). Shear strength by Direct Strength Method.

This example illustrates how to calculate the shear strength and the combined bending and shear strength of a C- Section using the DSM. Inelastic reserve strength by Direct Strength Method.

This example demonstrates how to use the DSM to evaluate the inelastic reserve strength of a flexural member. In addition to the four new design examples, the design example for a C- Section with combined bending and torsional loading has been expanded to include design calculations for flexural and torsional shear stresses. Column Design. Discussion of cold- formed compression member behavior and limit states located in the introductory section has been updated. In addition, two new example problems have been added: 1) Compressive strength of C- Section members with openings using the Direct Strength Method. This example illustrates the Direct Strength Method for a compression member with web holes.

A methodology, utilizing manual calculations, is outlined that determines the compressive strength of the member including the influence of the holes based on local, distortional, and global buckling. Braced frame design with consideration of second- order analysis. This example demonstrates the verification of the strength and stiffness of a lateral bracing member (tension strap) against given design criteria applicable for a second- order analysis using AISI S1. Appendix 2. Connection Design. The introductory discussions of design limit states were updated for welded, bolted, screwed, and power- actuated fastened connections. The following new example problems were added: 1) Flare bevel groove weld with t > 0.

This example illustrates how to apply the new design provisions for flare bevel groove welds in AISI S1. Section E2. 6. 2) Flare V groove weld.

This example illustrates how to apply the new design provisions for flare V groove welds in AISI S1. Section E2. 6. 3) Top arc seam sidelap weld. This example illustrates how to apply the new design provisions in AISI S1. Section E2. 4 for top arc seam sidelap welds that are used in diaphragm deck systems. Power- actuated fasteners in shear and tension. This example presents a comprehensive procedure for determining the shear and tension strengths of power- actuated fasteners (PAF) and how to check the interaction of PAFs subject to shear and uplift loads. The calculations utilize the provisions of Section E5 of AISI S1.

Supplemental Information. Section 4, “Suggested Cold- Formed Steel Structural Framing, Engineering, Fabrication, and Erection Procedures for Quality Construction,” has been updated to reflect the 2. Edition of the AISI Code of Standard Practice for Cold- Formed Steel Structural Framing. Test Procedures. The fourteen AISI test standards included in previous editions of the Manual have been removed and are available online as free PDF downloads at www. The Bibliography of test procedures has been updated, and a new example problem was added: 1) Computing and Ω factors from test data using Section F1.

This example shows how to apply AISI S1. Section F1. 1(b) to determine the resistance and safety factors for a derived design equation.

Edition of AISI S1. AISI S1. 00- 1. 2 is included as an integral part of the Manual. The major technical changes contained in AISI S1. Materials. Material standard ASTM A1. All referenced ASTM material standards are reorganized in accordance with the ranges of the minimum specified elongation. Elements. Section B1. Corner Radius- to- Thickness Ratios, is added, which limits the applicability of the design provisions in Chapter B to members with corner radius- to- thickness ratio not exceeding 1.

Section B2. 5, Uniformly Compressed Elements Restrained by Intermittent Connections, is added, which determines the effective widths of multiple flute built- up members. Members. Country- specific provisions on tension member design (Section C2) are unified and moved from Appendices A and B to the main body of the Manual. Revisions are made in Section C3.

The simplified provisions for determining distortional buckling strength of C- or Z- Section beams (Section C3. Section C4. 2) are moved to the Commentary. The reduction factor, as given in Section C3. Built- Up Section Members.