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In my previous life as a building designer, I occasionally saw some creative installations of Simpson Strong-Tie products. These usually came in the form of an RFI where the contractor was asking for forgiveness for a misinstallation. However, this week’s post pays tribute to the creativity and ingenuity of our customers. The following photos are some of my favorite interesting applications and creative uses of our products. Some are purely utilitarian, which describes most of the aftermarket automotive uses. Others have a unique beauty while solving a problem or filling a need. Some are truly works of art and the rest are just plain silly. I hope you enjoy them as much as I do.

Tell us which picture is your favorite by posting a comment, or tell us about an interesting application or creative use for Simpson Strong-Tie products you’ve seen. We’ll be awarding five commenters with a Simpson Strong-Tie Prize Pack via random drawing (one entry per person, please). Details and rules here.

How Do You Use Technology To Make Your Job Easier?

I confess to being a bit of a technology junkie. I think it was around 1995 when I first overcame my fears and cracked open my computer case, installed a new hard drive and upgraded to an enormous 8 megabytes of RAM. While I still enjoy building my own home computer every now and then, it seems like keeping up with technology is a full-time job. For every new website or app, you can expect two or three more just like it to follow. Trying to filter through all of that information to find what’s useful to your specific job, process or project can be impossible.

I’ve found it’s usually best to let the need dictate the technology, versus the other way around. When I was designing buildings, contractor sketches or descriptions of field issues were often not clear (especially the ones that had been faxed 5 times!). Sometimes we could figure it out with several phone calls, but other situations would require a field visit. A photograph would work, but developing film and sending the photos would take too long. The development of inexpensive digital cameras so field questions could be e-mailed with photos really streamlined my process for responding to field issues.

October 11 – Buildings At Risk: Earthquake Loss Reduction Summit

I don’t travel too much for work, so the last three weeks has been a bit different from my normal routine. On August 30, I attended an unreinforced masonry retrofit workshop in Memphis, had a sales meeting the following week in St. Louis, and the annual SEAOC convention last week in Santa Fe, New Mexico.

I have been remiss in not talking about an important summit taking place in California next month. SEAOSC is hosting the 2^nd annual Buildings at Risk Earthquake Loss Reduction Summit on October 11 in downtown Los Angeles, California. The summit is a precursor to the “Great California ShakeOut” event that will be held on October 18.The summit will serve as a forum to not only increase awareness of seismic risk, but spur action. This will be an important conference not only for structural engineers working in seismic areas, but for building officials, architects, building owners, insurance companies, and first responders. The sessions will stress the benefits of mitigation and encourage the different stakeholders to work together on solutions.

Early registration for a discounted rate and a chance to win an iPad ends today, but there is still time to register.

– Paul

“Sunny With A Chance Of Earthquake”

With scientists predicting a 99% chance of a 6.7 magnitude earthquake striking Southern California within the next 30 years, California weather forecasters may want to remind residents that the location which gives lots of golden sunshine year round is also one of high seismic risk.

Recent earthquakes in cities similar to Los Angeles, San Francisco and Memphis have served as a reminder of the damage and disruption a major earthquake can have on a community. Through lessons learned from past earthquakes and research performed by the construction industry, there are many tools available geared toward residential buildings to reduce damage and resist collapse.

Cantilever Floor Induced Load Path Concerns

IBC Section 1604.9 requires structural members, systems, components and cladding be designed to resist forces due to earthquakes and wind, with consideration of overturning, sliding and uplift. It also states that a continuous load path be provided for transmitting these forces to the foundation. Seems obvious to engineers that a continuous load path is needed, but it’s still nice to have the code say so.

But what happens if your structure’s upper and lower story walls do not stack? How do you create the required continuous load path? As engineers, we try to steer the architect towards eliminating the offset, making things line up, and keeping construction simple. But architectural requirements cannot always accommodate simple, and non-stacking walls occur all the time.

Confidence in Code Reports

Every building uses products that are not specifically covered in the building code. IBC Section 104.11 permits this if the “alternative material” is found to comply with the code intent by the building official after review of supporting information, such as research reports and tests.

Reviewing product data might be a challenge for some building departments, as they vary in size and expertise around the country. Some of the questions they might ask are:

1. What, if any, criteria was used to evaluate the product (e.g., test protocol, load rating methodology),

2. Was the criteria developed based on a single individual or a single company’s opinion or was there at least some involvement of others in the construction industry,

3. Are there any potential conflicts of interest in the parties wanting to use the product or the company who evaluated the product, and

4. Are there other tests or analyses that need to be completed prior to accepting the products use in the jurisdiction?

Corrosion in Coastal Environments

“An ounce of prevention is worth a pound of cure”

– Benjamin Franklin

Any contractor that has ever had to replace a corroded connector or fastener will tell you this quote is an understatement. Here at Simpson Strong-Tie, we spend a lot of time refining new product designs to simplify their installation, but uninstalling a joist hanger? It never crosses our minds, and it shows by looking at all the tools you would need: claw hammer, cat’s paw, reciprocating saw, and the all-important first aid kit.

But luckily for the project owner, an ounce of prevention only costs about the price of half a pound of cure. Stainless steel connectors and fasteners are in the range of 5-10 times the cost of galvanized steel. However, connections are usually only a small part of a project’s overall budget and are a critical part of the load path, so the argument for stainless steel is an easy one to make.

Is Your New Hire Ready For The Working World?

It’s that time of year again: newly graduated college students are entering the workforce. For the student, it’s an anxious time. They are often wondering how and if four plus years of college has effectively prepared them for the real working world. For the potential employer, it can be a gamble. They have decided to take a chance on someone who likely does not have any professional work experience, but expect production from day one. On a recent visit to Cal Poly San Luis Obispo, my colleague Scott Fischer got a firsthand view of what students are doing to prepare for a career.

Is It Friday Yet? Maintaining A Positive, Motivational and Fun Work Environment

It’s not Friday yet, but I am looking forward to the obnoxious Hawaiian shirts some of my coworkers wear as part of our Engineering Department’s unofficial Hawaiian Shirt Day each week. It’s a little thing, but it definitely helps lighten the mood and gives us all an opportunity to interact with each other.Continue Reading

Vacation – Can Engineers Take It?

My blog post is late this week – I’m going to blame it on vacation. According to this article analyzing a study by Expedia, Americans did not use $34 billion worth of vacation time they were entitled to in 2011. This started me thinking about how difficult it can be for structural engineers to take a real vacation.Continue Reading