How CLT and Mass Timber Technologies May Revolutionize Skyscapes Michael Weber Over the last decade — in outlets reaching from construction industry journals to the Boston Globe and the Economist; from CNN and Fast Company to Popular Mechanics; to Nautilus and TED talks — we’ve been hearing increasingly about mass timber and related phenomena:... Read More December 2021 Issue #13269 Page 112
Providing Performance Data for Shallowly Embedded Anchors Mark Jarvinen In the last few years, Simpson Strong-Tie has heard from a number of structural engineers expressing frustration with the lack of performance data for shallowly embedded, post-installed anchors (shallow anchors). Engineers of Record (EOR) have identified a common application for shallow anchors... Read More November 2021 Issue #13268 Page 116
Three Ways Anchor Designer™ v3.0 Simplifies Design Jamie Nalley Since the introduction of strength design for post-installed anchors in IBC 2000, determining the designed capacity of anchors has become increasingly complex. Dozens of variables, such as geometry, concrete conditions, and the specific properties of different anchor types, make a quick,... Read More October 2021 Issue #13267 Page 114
RTUD and ATUD Now UL Listed As a Through-Penetration Firestop System Scott Fischer Whether you’re designing and building a one- or two-story single-family residence, or doing the same for a multifamily, mid-rise wood-frame structure, fire and smoke protection features must be considered, and in most cases are required. When a fire starts, time is of the essence and the... Read More September 2021 Issue #13266 Page 118
Questions Answered: Strong-Wall® High-Strength Wood Shearwall Karissa Louie In this follow up to our July webinar, Innovations in Strength and Versatility: Overview of the Strong-Wall® High-Strength Wood Shearwall, we answer some of the interesting questions raised by attendees. During the webinar, we discussed the new Simpson Strong-Tie® Strong-Wall... Read More August 2021 Issue #13265 Page 122
Understanding Ply-To-Ply Girder Nailing Failures Christopher Gould You probably wouldn’t ignore a “warning sign” on the highway, as you can easily imagine the consequences of doing so. We can face similar situations when designing trusses, and the end result is that whatever we do in the software can end up in the real world somewhere on a... Read More April 2021 Issue #13261 Page 116
Introducing the Stronger, Simpler and More Versatile Strong-Wall® High-Strength Wood Shearwall Caleb Knudson After years of development, we’re excited to introduce the newest member of the Strong-Wall® shearwall family – the Strong-Wall high-strength wood shearwall (WSWH). The Strong-Wall High-Strength Wood Shearwall Lineup The WSWH is a high-strength prefabricated shearwall... Read More April 2021 Issue #13261 Page 130
The Last Word: The Last Word on CLT – Cross Laminated Timber Joe Kannapell, PE While admiring a Mass Timber building rising nearby, I wanted to find out if CMs can benefit from this business. Katerra apparently thinks so, first becoming a CM and later a CLT manufacturer. So far, the supply of CLT is limited – the Katerra plant is 2500 miles from this Virginia jobsite... Read More April 2021 Issue #13261 Page 154
Specifying Simpson Strong-Tie® Products in Your Designs Just Got Easier Russ Anderson Specifying products into building designs is a daily process for engineers, architects and drafters. Simpson Strong-Tie understands that the specification process can be daunting and complex. And when it comes to the multiple steps involved in importing CAD content into your designs, we want to... Read More January 2021 Issue #13258 Page 124
Damage Assessment and What It Teaches Us About How to Build Stronger Doug Allen Over the past few years that I’ve worked as an engineer for Simpson Strong-Tie in Texas, work-related events have brought me to a few great beach destinations: Clearwater and Destin, Florida, to name a few. But tightly packed schedules always left me feeling like I didn’t get to... Read More December 2020 Issue #12257 Page 116