Earlier this year, we hosted our first Virtual Training Summit, featuring 16 industry-related webinars covering a range of topics. Customers could register for up to four events and earn professional credits for each session. One session, “Designing Mass Timber Connections,” focused on mass timber and was led by Simpson Strong-Tie Senior Field Engineer Brian DeMeza and Senior Branch Engineer Kelly Sias. In the following post, they respond to some of the questions that they fielded regarding mass timber applications, advantages, and more following their presentation.
Tag: CLT
From Research to Real-World Application: Pioneering Mass Timber Innovation
Brian DeMeza’s journey from pursuing his Master of Science degree at Oregon State University (OSU) to his current role as a Senior Field Engineer at Simpson Strong-Tie has brought him full circle with his recent involvement in the six-story NHERI TallWood project. His hands-on experience in this project played a pivotal role in shaping his passion and focus on mass timber as a potential career path.
Testing Teases Out Hidden Capacities of Reclusive Connector — New Data Available on the Simpson Strong-Tie® CBH Concealed Beam Hanger for Mass Timber
In North America, CLT and mass timber construction have garnered considerable press over the last few years, both inside the building industry and beyond. The burgeoning development has inspired new research centers and at least one annual conference — now in its eighth year and attracting scores of presenters and exhibitors and hundreds of attendees from around the world. Numerous observers are even heralding mass timber, or tall timber, as the necessary future of the fast-growing built environment.
NHERI TallWood Project: Q & A with Steve Pryor, P.E., S.E., Senior Manager, Testing and Research Operations, Engineering, Simpson Strong-Tie
As a research partner in the National Hazards Engineering Research Infrastructure (NHERI) TallWood project, Simpson Strong-Tie participated in a series of earthquake shake table tests conducted at the University of California, San Diego (UCSD).
What’s New with Mass Timber?
Simpson Strong-Tie’s Greg Bundy, Senior Branch Engineer in Columbus, Ohio, recently led a training webinar on mass timber advancements. The workshop covered topics like the NHERI TallWood Project and a new guide for cross-laminated timber diaphragm design. The hands-on session featured installation of innovative products for structural engineers.
Up to the Test: Introducing the Heavy Seated Knife Plate Beam Hanger for Mass Timber
In response to the increasing demand for mass timber construction, Simpson Strong-Tie has created mass timber solutions for these builds. These product addition, include our Heavy Seated Knife Plate (HSKP), ACBH concealed beam hanger, and CBH concealed beam hanger. Gain insights into the design, testing, and efficiency of the HSKP in achieving high loads with fewer fasteners. The blog underscores the structural mechanics and the ongoing process of pushing connector limits in mass timber construction.
Developing High-Capacity Tension Straps for Mass Timber Engineering
Mass timber buildings use cross-laminated timber (CLT) or mass plywood panels to create horizontal diaphragms to transfer wind and seismic forces into the vertical elements of the lateral-force-resisting system. Spline connections resist shear forces at the panel joints, which I discussed in this blog post. I wanted to discuss several options for tension straps used for chord splices and collector forces. This blog will not discuss methods for calculating design forces. Instead, I am going to focus on several strap products and how we developed their allowable loads.
Top Five Most Downloaded Engineering Letters
Prior to joining Simpson Strong-Tie, I spent 13 years working as consulting structural engineer. As a specifier, I was amazed at the number of resources Simpson made available to me. From software, to blogs, to design guides, there were many resources to help me solve problems and streamline the design process. One resource that can sometimes be overlooked is the numerous engineering letters Simpson Strong-Tie engineers have authored to assist in the use of our products.
Mass Timber Diaphragm Options with Four Different Connection Types — How Our LDSS48 Light Diaphragm Spline Strap Evolved
Floors and roofs on mass timber buildings are constructed from large panels of engineered wood, such as cross-laminated timber (CLT) or mass plywood. Designers join these prefabricated panels together on site to create a structural horizontal diaphragm to transfer wind and seismic loads to the vertical elements of the lateral force resisting system. Shear forces between panels must be transferred through these panel-to-panel connections. Conventional wood structural panel sheathed diaphragms have shear capacities and fastener spacing tabulated in Special Design Provisions for Wind and Seismic (AWC SDPWS). Mass timber diaphragms, on the other hand, require some more design work by the designer.
Simpson Strong-Tie Engineer to Talk on Mass Timber Construction and Design
Simpson Strong-Tie is proud to announce that one of our product engineers, Bonnie Yang, Ph.D., P.E., CFS, has been invited to give a public lecture on mass timber connections. The date of her lecture will be March 3 at 11 a.m. PST. Yang’s lecture will be part of a Mass Timber mini-lecture series hosted by the School of Architecture at Mississippi State University in partnership with the Mississippi Forestry Association.