Panelization Automation Joe Kannapell The long overdue rebirth of domestic wall panel technology is finally upon us, as U.S. manufacturers have begun to innovate. For the last 30 years, they ceded the upper end of the market to the Europeans, and focused on manual framing and sheathing solutions. For the last 10 years, they have... Read More July 2017 Issue #10216 Page 6
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... Read More June 2017 Issue #10215 Page 30
What are the Acceptable Methods of Plating a Connector? Glenn Traylor In a perfect world, our trusses smoothly flow from the assembly table to the finish roller without any problems. Each connector, on both sides of the assembly, is adequately pressed and a completed truss is the result. Unfortunately, we don’t live in this perfect environment. Stuff... Read More May 2017 Issue #10214 Page 28
All Things Wood: A Common-Sense Design to Create Durable Overhangs Frank Woeste Decay, or wood rot, requires three conditions to be present: liquid water, oxygen, and a favorable temperature (generally between 35 and 100 degrees F). Of the three, the only factor that can be managed by building design is liquid water. Hence, overhangs of sufficient width are critical to... Read More May 2017 Issue #10214 Page 66
Truss Robotics Joe Kannapell The path of factory innovation is leading us to automated systems rather than true robotics. Though industrial robotics has been used for 30 years in our industry, it has served mainly as a forerunner to later systems. Its earliest commercialization, the robotic arms of the Koskovich component... Read More April 2017 Issue #10213 Page 6
Upsizing Plates and Plate Placement Method Failures Glenn Traylor Using a 6 x 6 plate instead of a 3 x 6 plate can make the Plate Placement Method fail the polygon rule. So what is happening? And how can this be resolved? What’s Happening In the image, the yellow area represents the connector optimal placement for the designed size of a 3 x 6... Read More February 2017 Issue #10211 Page 27
Is This an Allowable Repair? Glenn Traylor There is nothing worse than running a truss out the door and then realizing one of the truss members is broken. The question is – can I make a quick fix using a connector plate? The short answer is – no. But there are many who may not realize that specific engineering is required for... Read More January 2017 Issue #10210 Page 28
Are You Indicating Defects Accurately When Recording Damaged Teeth? Glenn Traylor The plate placement method of evaluating defects in the plated area is a good approach to use when inspecting your installed connector plates. But are you recording the results correctly? Using the plate placement method, it is common to record folded teeth or damaged teeth with a rectangle... Read More October 2016 Issue #09207 Page 25
Are Your Truss Builders Guilty of Plate Abuse? Glenn Traylor From the office, the sound of the steady bam, bam of hammers is music to your ears – but did you know it could also be the sound of plate abuse? Since the invention of the connector plate, the preferred method for initially seating the plate has been using a hammer. Often folks think,... Read More September 2016 Issue #09206 Page 24
What Kind of Message are You Sending Your Customers? Glenn Traylor It happens. And it will happen again. Time after time, truss fabricators are faced with the awkwardness of addressing a customer’s complaint call. Fabricating a custom product to meet specifications has its challenges. There are codes to follow. Loads to verify, configuration to consider,... Read More August 2016 Issue #09205 Page 24