We manufactured the original U hangers with 16-gauge galvanized steel. In 1959, we created the heavy-duty HU hangers from 1/8″-thick steel angles and a gray primer coat. The HU hangers were available with and without top flanges.
Third Day of Trivia — Holdowns
Holdowns first appeared in the 1966 connector catalog — all two of them. The HD24 was an embedded strap that used either nails or bolts, and the HD2 used bolts to the post and an anchor bolt to the concrete. This first sighting of holdowns was missing a list of allowable loads.
Second Day of Trivia – Hurricane Ties
I recently wrote about the H1A hurricane tie in this post, which discussed the original H1 hurricane tie first appearing in 1972, and the subsequent changes over the years that led to our current H1A. The original H1 along with the H2 and the H3 were the first products to appear under the label “hurricane ties” in our catalog.
The Twelve Days of Christmas — A Sleigh Ride Through the Years with Simpson Strong-Tie
We have our new Simpson Strong-Tie Wood Construction Connectors catalog coming out in January. In anticipation of this, I wanted to do a series of short, daily posts discussing the history of Simpson Strong-Tie products, catalogs, and random trivia through the years. In the winter holiday spirit, we’ll do this in “Twelve Days of Christmas” style.
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.
Rod Elongation: Use of Gross Area vs. Effective/Net Tensile Area
Within the world of multifamily construction, manufacturers design and detail the multistory continuous threaded rod holdowns used as shearwall overturning restraints. The Strong-Rod® anchor tiedown system (ATS) is Simpson Strong-Tie’s solution for the industry and has been the subject of many SE Blog topics in the past.
Solving the Puzzles Presented by “As Built” Conditions
As civil and structural engineers, we know all too well that what is on the plans doesn’t always translate exactly as intended in the field. Part of what keeps our jobs interesting is having to solve problems that arise with “as built” conditions that are not always easy to change. It can feel like a complex puzzle trying to figure out what is possible when considering all aspects, including demand loads, load transfer, construction sequence, and also cost.
Introducing AT-3G™: Your high-strength cold-weather, fast-cure anchoring adhesive
In general, post–installed adhesive anchor design per ACI 318 Chapter 17 is relatively straightforward. In practice, however, post–installed anchorage can often become challenging because of fast–track project schedules, supply issues, ever-changing weather conditions, design conflicts/changes, or unexpected field conditions.
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.
