Engineers’ Corner: Braced Frames for Low to Moderate Seismicity

Braced Frames for Low to Moderate Seismicity, published by the CISC, illustrates the design of seismic force-resisting systems (SFRS) and brace-to-gusset connections for concentrically braced frames in areas of low to moderate seismicity (See Figure 1). The design notes refer extensively to the National Building Code of Canada 2015 (NBC 2015) and to CSA S16-14, Design [...]

2022-05-20T12:35:07-04:00May 18th, 2022|

Engineers’ Corner: Industrial Steel Structures, Second Edition

The updated, second edition of Industrial Steel Structures, by R.A. MacCrimmon and J. Richard, was published earlier this year. It can be obtained from the CISC Steel Store (https://steelstore.cisc-icca.ca/). See Figure 1. This CISC publication was expanded from 148 pages (in the first edition) to 201 and illustrates the design of a typical mill building carrying [...]

2022-03-31T11:43:40-04:00March 31st, 2022|

Engineers’ Corner: Crane-Supporting Steel Structures, 4th Edition

NOW AVAILABLE  The fourth edition of Crane-Supporting Steel Structures: Design Guide, by R.A. MacCrimmon, is now available at the CISC Steel Store (https://steelstore.cisc-icca.ca/). Past editions of this CISC publication have filled a long-standing need for technical information for the design and construction of crane-supporting steel structures according to Canadian codes and standards written in limit states [...]

2022-03-10T10:38:11-05:00February 2nd, 2022|

Engineers’ Corner: Recent Entries in the CISC Steel Design Series

Two new entries in CISC's Steel Design Series were published in August 2021: Lightweight Steel Framing Solutions and Steel Paints for Slip-Critical Connections. Both are available as free downloads at the Steel Store. Lightweight Steel Framing Solutions (Figure 1) focuses mainly on floor and roof members, and the following framing systems are considered:  ▪ Open-web steel joists (OWSJs) ▪ Castellated and cellular beams [...]

2021-12-02T17:52:19-05:00November 30th, 2021|

Engineers Corner: Technical Column

CISC provides this column as part of its commitment to the education of those interested in the use of steel in construction. Neither CISC nor the author assumes responsibility for errors or oversights resulting from the use of the information contained herein. Suggested solutions may not necessarily apply to a particular structure or application and are [...]

2021-12-22T10:24:04-05:00November 16th, 2021|

Engineers’ Corner: The New 12th Edition Handbook

The new 12th edition of the Handbook of Steel Construction based on CSA S16:19, Design of steel structure, is now available. Published by the CISC since 1967, the Handbook of Steel Construction is the standard reference for the design and detailing of structural steel in Canada. The 12th Edition has been updated to reflect changes to [...]

2021-10-19T18:25:33-04:00October 19th, 2021|

Engineers’ Corner: Steel-Framed Commercial Building Design

CISC has published its latest Design Module: Steel-Framed Commercial Building Design. This publication illustrates the design of a six-storey commercial building, including common structural steel components used in floor and roof framing such as composite girders and open-web steel joists. The module is intended to be used in conjunction with CSA Standard S16-14, Design of steel [...]

2021-10-19T17:59:41-04:00August 26th, 2021|

Engineers’ Corner: Fillet Weld Resistance in CSA S16:19

CSA S16:19, Design of steel structures, has introduced changes to the factored shear resistance of fillet welds. In both the current edition, S16:19, and the previous one, S16-14, the shear resistance of a concentrically loaded weld segment is given in Clause 13.13.2.2: where: If we incorporate the strength enhancement factor and the reduction factor for multi-orientation [...]

2021-06-23T17:00:46-04:00June 18th, 2021|

Engineers’ Corner: Maximum Unbraced Length of a Beam

A quantity that is often used when designing a steel beam according to CSA Standard S16 Clause 13.6 is Lu , the longest unbraced length with which the beam will reach either Mr = φ Mp or Mr = φ My , depending on the class of the cross-section. In other words, whenever the unsupported length of a [...]

2021-08-18T15:58:32-04:00April 21st, 2021|

Title

Go to Top