Snow Loading for Trusses: Why Specifying a Roof Snow Load Isn’t Enough Kelly Sias “Winning is about having the whole team on the same page.” Bill Walton You might wonder what a quote about winning basketball games could possibly have to do with snow loading on trusses. As with basketball, the importance of close teamwork also applies to a project... Read More February 2017 Issue #10211 Page 70
Question of the Day: Bottom Chords and Gable End Frames Stan Sias Why do some still insist on placing flat bottom chord gable end frames adjacent to vaulted or scissor trusses when the codes clearly do not allow such framing without special engineering requirements? Can you point me to the code sections that say “No, thank you!”? This is a... Read More January 2017 Issue #10210 Page 34
A Tale of Two Houses: Design Loads for Metal Plate Connected Wood Trusses Kelly Sias Take two trusses with identical profiles and environmental surroundings, and they should have the same design loads, right? Early in my career, I recall hearing a story about two identical buildings right next to each other that were designed for two different magnitudes of environmental loads.... Read More January 2017 Issue #10210 Page 72
How to Pick a Connector Series – Truss Hangers Kelly Sias In another article in the “How to Pick a Connector Series,” Randy Shackelford discussed the various considerations involved in selecting a joist hanger. So why is this article about truss hangers? A hanger is a hanger, right? Before I moved into the Engineering Department at Simpson... Read More December 2016 Issue #09209 Page 68
How to Pick a Connector Series – Selecting Fasteners Aram Khachadourian, P.E. The parts won’t hold themselves up. They have to be fastened in place. In a previous entry in this series, Randy Shackelford, PE addressed selecting a joist hanger. This article focuses on the fasteners recommended for various wood connectors. For straps, holdowns, and other... Read More October 2016 Issue #09207 Page 68
How to Select a Connector Series – Holdowns Paul McEntee This article discusses how to select holdowns and tension ties, which are key components in a continuous load path. They are used to resist uplift due to shearwall overturning or wind uplift forces in light-frame construction. In panelized roof construction, holdowns are used to anchor concrete... Read More September 2016 Issue #09206 Page 64
Progressive Roof Collapse Due to CLR Shifting David Bohnhoff Overview Progressive roof collapse is a roof collapse in which the failure of a single structural component triggers a chain reaction of failures that result in a large portion of a roof collapsing onto the contents below. The shifting of continuous lateral restraint is well known as a... Read More September 2016 Issue #09206 Page 67
How to Select a Connector – Hurricane Ties Keith Cullum When it comes to wood frame construction, hurricane ties are among the most commonly specified connectors. They play a critical role in a structure’s continuous load path and may be used in a variety of applications, like attaching roof framing members to the supporting wall top plate(s),... Read More August 2016 Issue #09205 Page 60
High Wind Guides for the Hurricane Season Robert Glowinski With hurricane season underway, several regions of the United States face the threat of wind-related damage to buildings. According to the Insurance Institute for Business and Home Safety (IBHS), high winds cause millions of dollars in property damage each year, with roofs representing 85 to 95... Read More July 2016 Issue #09204 Page 42
Rethinking Ways to Encourage Permanent Truss Bracing Frank Woeste For Component Manufacturers (CMs), it is generally well known that the Registered Design Professional (RDP) is responsible per ANSI/TPI 1 for the design of the permanent bracing system for the wood truss system. However, the issue of responsibility is only the first part of the actual design and... Read More July 2016 Issue #09204 Page 59