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...

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July 2018
Issue #10228
Page 96
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,...

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March 2018
Issue #10224
Page 94
Robert Glowinski

2018 Wood Design Standards Available Online

Robert Glowinski

The recent approval of the 2018 International Building Code (IBC) and International Residential Code (IRC) is of keen interest to professionals in the construction industry as it often means expanded options for structural applications. In support of these two codes, the American Wood Council...

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January 2018
Issue #10222
Page 70

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...

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December 2017
Issue #10221
Page 90
Glenn Traylor

So What is the Big Deal About Member to Member Gaps?

Glenn Traylor

Compliance with ANSI/TPI 1–2014 requires maintaining member to member gaps at less than 1/4 inch. An exception would be for floor truss chord splices where the limit is 1/16 inch. Let us take a look at two different situations, the first being a roof truss and the second being a 4 x 2...

#10215 Cover image
June 2017
Issue #10215
Page 30

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