Legacy Technical Report Publications

TR 5 - The Wood-Frame House as a Structural Unit
28 pages (3.9 MB PDF)

A full-scale house, 28' x 36', was structurally evaluated as a unit, by subjecting it to various combinations of simulated wind and gravity loads while continuously recording deflections at 29 points. Rigidity, attributable to members, components, and such structural elements as sheathing, flooring, and sheetrock, was also evaluated. Floor deflections and vibrations were recorded for 14 stages of construction, and racking tests were conducted at 7 stages of dismantling.

TR 8 - Energy Conservation Study - A Performance Comparison of a Wood-Frame and a Masonry Structure
16 pages (2.0 MB PDF)

To obtain factual information on the relative energy conservation of insulated wood-frame and masonry structures, two research projects were conducted to compare the effects of the two construction systems and their respective materials on heating and air-conditioning economy and comfort. One study investigated energy consumption in the Beltsville, Maryland climate (Washington, D. C. area), the second was in the warm climate of Tempe, Arizona (Phoenix area), where an extended air-conditioning period is necessary.

In both studies, two test structures of the same interior dimensions were erected — one an insulated wood-frame building over a crawl space, the other an insulated masonry building with a concrete slab-onground floor. At each site the two structures were exposed simultaneously to identical weather conditions and controlled interior temperatures during full heating and cooling seasons.

The energy conservation potential of two test structures in the extreme Arizona climate was compared in this study. Insulated wood-frame construction proved its value, over the 12 month test period, by requiring 23 percent less energy than needed for the masonry structure. During the hot summer months, energy consumption in the frame structure was 30 percent less than in the insulated masonry building. And in the relatively mild Arizona winter, the wood-frame structure consumed 23 percent less energy.

 

TR 9 - Heat Release Rates of Construction Assemblies
28 pages (1.1 MB PDF)

Heat-release-rate measurements were extended to fire tests of full-scale wall assemblies using the substitution method. Through use of the methodology, which involved comparing fuel input rates required to maintain a standard fire exposure for a wood-stud wall assembly with those required to maintain the same exposure for a reference steel-stud wall assembly, information on the heat release performance of wood wall systems was obtained.

It was found that the heat released from protected wood wall assemblies, made of fire retardant treated framing and 5/8 in. Type X gypsum board, and detectable during a 1-hour ASTM E119 fire test, was so low as to be within the limits of experimental error. Based on tests of three wood assemblies and three paired steel reference assemblies, heat released from the wood members and detectable in the fire compartment ranged from +3.5 to -2.8 percent of the total external fuel required to maintain the standard temperature/time fire exposure.

Appendix to TR 9 - Fire Performance Characteristics of Protected Wood and Steel Floor-Ceiling Assemblies
24 pages (7.4 MB PDF)

During 1965 and 1966, a series of fire tests were conducted at the Engineering Experiment Station at Ohio State University with the purpose, “To develop comparative performance data from fire resistance tests of typical building assemblies of steel, wood, and heavy timber connections; to assess the effect of the use of fire retardant treated wood in similar assembles; and to study the effect of varying control parameters on the fire exposure severity.” The report contains significant information on the fire performance characteristics of protected wood and steel floor-ceiling assemblies, particularly the heat release properties of wood construction as shown by relative fuel consumption data.