About the author  ⁄ Steven E. Pryor, P.E., S.E.

Steven E. Pryor, P.E., S.E. (spryor@strongtie.com), is the International Director of Building Systems at Simpson Strong-Tie® Company, Inc., in Pleasanton, California.

As early as 1970, the structural engineering and building safety community recognized that a large number of two-, three- and four-story woodframe buildings, designed with the first floor used either for parking or commercial space, were built with readily identifiable structural deficiencies, referred to as a “soft story”. Often these buildings also have a strength deficiency when compared to the stories above, in which case they are also classified as “weak”.

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Starting in 2008, members of the project team, along with others, performed tests to show that the American Concrete Institute (ACI) 318-11 Appendix D concrete shear capacities for steel anchor bolts with small edge distances connected to wood sill plates were extremely low compared to actual tested values.

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STRUCTURE magazine