Penetrating the Shallow Depth Floor Market: How Posi-Strut® Can Be Your Best Solution Stephen Keller, PE In today’s light-frame construction market, wood web floor trusses are commonly used in many multifamily projects. Builders, structural engineers, and general contractors often view wood web trusses as the default floor system for projects requiring 18 inches or greater depth. However,... Read More January 2025 Issue #17306 Page 54
How We ‘Serve Two Masters’ at The JobLine People often ask what makes The JobLine unique compared to other industry recruiters. It’s a straightforward question, but the answer is far from simple. While most recruiters rely heavily on resumes to gauge a candidate’s fit, The JobLine takes a completely different approach.... Read More January 2025 Issue #17306 Page 96
Design Connections: The Personal Side of The JobLine Geordie Secord Past articles by Thom and myself have discussed some of the things that make The JobLine stand out from other recruiters. In fact, Thom’s article in this issue also focuses on what makes us different. But, I’d like to shed a more personal light on this difference by sharing my own... Read More January 2025 Issue #17306 Page 104
Using the Roof Live Load Reduction MiTek Staff Consider a roof with a live load of 20 psf (pounds per square foot). This load is intended to account for construction loading (workers, materials, and equipment placed on the roof during construction or maintenance). If the roof has a large surface area, like a post-frame building, is it really... Read More January 2025 Issue #17306 Page 112
Attic Tie-Beam Functionality in Simpson Strong-Tie’s Component Solutions® CS Truss Studio™ Simpson Strong-Tie Staff One of the features of using Simpson Strong-Tie’s Component Solutions® CS Truss Studio™ software is the ability to add Attic Tie-Beam functionality. [For all images, See PDF or View in Full Issue.] To create an attic truss: 1. Create a new truss or... Read More January 2025 Issue #17306 Page 122
What Should a Truss Builder Do About Wane in the Plated Area? Glenn Traylor First, wane occurs often when lumber is manufactured and cut close to the outside of the timber, resulting in missing material or a bark area. This is done to increase the yield of the timber, which increases lumber manufacturer profits but creates some issues for lumber users. Prime grades... Read More December 2024 Issue #16305 Page 35
Paperspace for the IntelliVIEW Suite: An Integrated Plan Finishing Solution Alpine Team Introducing Paperspace with IntelliVIEW Suite version 24.02 – This comprehensive plan finishing solution is seamlessly integrated within iModel, offering component designers a parallel workflow to the component layout. IntelliVIEW Paperspace features an intuitive user-interface, enabling... Read More December 2024 Issue #16305 Page 54
How to Measure Your Design Team’s Strengths and Weaknesses Design teams are made up of people, and as we know, people can drive profits or create costly errors. When your design team is a mix of seasoned and newer individuals, and you add off-shore or subcontract service providers, understanding their individual skill levels becomes essential. Do you... Read More December 2024 Issue #16305 Page 96
Design Connections: Finding Opportunities in the Mass Timber Movement Geordie Secord In my previous article, “Making the Most of Mass Timber,” I discuss what mass timber entails and why it may not be a good add-on for your existing light-frame component business. Even so, component manufacturers (CMs) need not be completely shut out of the benefits of the burgeoning... Read More December 2024 Issue #16305 Page 104
Hem-Fir (North) Allowable Design Value Changes MiTek Staff The National Lumber Grading Authority (NLGA) is the grading agency having authority over establishing lumber design values for Hem-Fir (North) lumber and conducting on-going testing to verify the design values. The NLGA follows inspection and grading rules approved by the American Lumber... Read More December 2024 Issue #16305 Page 112