Glenn Traylor

What is the Most Common Fabrication Issue That Impacts a Truss?

Glenn Traylor

The most common problem typically encountered is excessive defects in the plated area of the truss. While some defects are acceptable in the plated area, the degree of defects depends on the actual joint situation and forces at the joint. Connector sizes are controlled by design, handling,...

#10229 Cover image
August 2018
Issue #10229
Page 32

Questions Answered: Resisting Uplift with Structural Fasteners

Brian Wert

Of course you know about creating a continuous load path with either connectors or rod tiedown systems, but have you considered using fasteners instead? In this article, Bryan Wert follows up on our May 2 webinar, Drive a New Path: Resisting Uplift with Structural Fasteners, by answering some of...

#10228 Cover image
July 2018
Issue #10228
Page 96
Paul McEntee, S.E.

How to Safely Select Nail Substitutions for Connectors

Paul McEntee

A few days ago, I was speaking to a customer about an application using alternate fasteners for a joist hanger installation. Her questions come up often, so I thought I would dedicate a post to some of the resources available that cover the use of different nails in connectors. Designers and...

#10227 Cover image
June 2018
Issue #10227
Page 102
Paul McEntee, S.E.

Holdown Anchorage Solutions

Paul McEntee

A couple years ago, I did a post on selecting holdown anchorage solutions. At the time, we had created a couple engineering letters that tabulated SSTB, SB and PAB anchor solutions for each holdown to simplify specifying anchor bolts. About a year later, a salesperson suggested we tabulate SSTB,...

#10224 Cover image
March 2018
Issue #10224
Page 94
Paul McEntee, S.E.

What You Should Know About the New DGH Fire Wall Hanger Options

Paul McEntee

Does everyone do year-end performance reviews to discuss how you did on your project objectives and professional development goals? I love meeting with my team to recap all their amazing accomplishments for the past year, discussing long-term career plans and figuring out the steps we will take...

#10223 Cover image
February 2018
Issue #10223
Page 96

Truss-to-Truss and Truss-to-Everything Else Connections

Kelly Sias

One of the questions I am asked most frequently is “Who is responsible for the truss-to-(fill in the blank) connection? One such example is the truss-to-wall connection. To answer this question, it helps to recognize there are two types of connections: a truss-to-truss connection and a...

#10221 Cover image
December 2017
Issue #10221
Page 90

What You Need to Know About Differences in Wind-Speed Reporting for Hurricanes

Darren Conrad

With Hurricane Irma wrapping up, the cleanup after Hurricane Harvey’s devastation underway in Houston and more big storms already churning in the Atlantic, it seems like a good time to discuss hurricanes and high wind. There is a great deal of good information out there to help us better...

#10219 Cover image
October 2017
Issue #10219
Page 92

Accommodating Truss Movement (Besides Vertical Deflection)

Kelly Sias

Vertical deflection resulting from live and dead loads – of both roof and floor framing components – is an important serviceability consideration in the overall design of the building. And while this could be a topic in and of itself, this article is instead going to focus on two...

#10217 Cover image
August 2017
Issue #10217
Page 82
Frank Woeste. P.E.

All Things Wood: Anatomy of an Inherently Dangerous Deck

Frank Woeste

Over the period of nine days starting on June 9, 2017, five deck collapses in five states (MT, VA, OH. MI, and WI) were reported in the news media. Using the injury data from the media, the five collapses resulted in a total of 57 injuries. In one case, WAVY.com reported that, after an...

#10216 Cover image
July 2017
Issue #10216
Page 76

Search By Keyword

Book icon Issuu Bookshelf