Seventh Day of Trivia — Nailed Tension Ties

Seventh Day of Trivia — Nailed Tension Ties

We’ve discussed two types of bolted holdowns the original welded HDs and their automated replacements, the HDAs. Just one year before the HDAs were introduced in 1988, our first nailed tension ties showed up.

Tension Ties (1987)
Tension Ties (1987)

The original LTT20 and MTT28 provided a connection for floor or roof beams to concrete walls. They were also popular as holdowns in shearwalls, especially in retrofit construction where bolted holdowns were difficult to install due to limited access to both sides of the beam or post. The LTT20 had a 3″ nail spacing designed to minimize splitting when installed on wood I-joist top chords. The MTT28B had a seat that was riveted to the strap of the holdown. In 1994, Simpson Strong-Tie created the MTT22 and HTT22 as single-piece designs to simplify manufacturing.

HTT22 and MTT22 (1994)
HTT22 and MTT22 (1994)

We discontinued the lower-capacity MTT22 in favor of a shorter HTT16. I previously mentioned AC155 Acceptance Criteria for Hold-Downs (Tie-Downs) Attached to Wood Members when talking about bolted holdowns. The new test standard led us to optimize the nail patterns for the HTT tension ties, resulting in better performance, less steel and fewer nails.

HTT4 and HTT5 (2009)
HTT4 and HTT5 (2009)

Another change was in the names. Where the HTT16 and HTT22 were so called because they were 16″ and 22″ long, the HTT4 and HTT5 names corresponded to their approximately 4,000 and 5,000 lb. allowable loads.

A more recent innovation in product design was the LTT20B and LTT19 being replaced by the LTTP2. In a 2022 blog post, LTTP2 — an Update to a Classic Light Tension Tie, I discussed the evolution of LTT tension ties and some of the innovations that went into creating the LTTP2.

LTTP2 Test 2x4 Narrow Face
LTTP2 Test 2×4 Narrow Face

Beautiful part. Although I may be biased.

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Paul McEntee

Author: Paul McEntee

A couple of years back we hosted a “Take your daughter or son to work day,” which was a great opportunity for our children to find out what their parents did. We had different activities for the kids to learn about careers and the importance of education in opening up career opportunities. People often ask me what I do for Simpson Strong-Tie and I sometimes laugh about how my son Ryan responded to a questionnaire he filled out that day: Q.   What is your mom/dad's job? A.   Goes and gets coffee and sits at his desk Q.   What does your mom/dad actually do at work? A.   Walks in the test lab and checks things When I am not checking things in the lab or sitting at my desk drinking coffee, I manage Engineering Research and Development for Simpson Strong-Tie, focusing on new product development for connectors and lateral systems. I graduated from the University of California at Berkeley and I am a licensed Civil and Structural Engineer in California. Prior to joining Simpson Strong-Tie, I worked for 10 years as a consulting structural engineer designing commercial, industrial, multi-family, mixed-use and retail projects. I was fortunate in those years to work at a great engineering firm that did a lot of everything. This allowed me to gain experience designing with wood, structural steel, concrete, concrete block and cold-formed steel as well as working on many seismic retrofits of historic unreinforced masonry buildings.

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