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Q. Attaching Deck Ledgers to Engineered Rim Joists Are ledger lag-bolting schedules that were developed for 2-by rim joists adequate for engineered rims? It seems that lag bolts would be more likely to pull out of a thinner engineered rim than out of a thicker 2-by Doug fir rim joist.
Required Engineering - Hurricane Academy - Coastal Population Booms - 2005 Hurricane Forecast
Canadian students hit the slopes — hard — with concrete toboggans
This APA storm report shows that structural sheathing, metal connectors, and strong garage walls can increase the likelihood that a home will survive all but the most powerful storms.
Storm surge can exert pressures against pilings in the hundreds or even thousands of pounds per square foot. Post-storm analysis may result in new design standards for oceanfront homes.
Not enough room for a full sheet of sheathing on each side of the garage door? Here's how to develop the required lateral bracing with end panels as narrow as 16 inches.
Virginia Tech researchers report the load test results of four ledger-board-to-band-joist connection details.
Q. We see ourselves as quality builders. We frame everything 16 inches on-center, including roof trusses. Most visitors to our job sites feel that this is overkill and that we're wasting the customer's money. Is putting trusses 16 inches on-center with 5/
A design-build contractor explains how to meet the International Code's new coastal wind-load requirements by using shearwalls that work with your design, not against it.
There's more to wind- and earthquake-resistant framing than properly constructed shear walls. A veteran structural engineer describes the key connections that collect and control potentially catastrophic loads.
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