Uniform Building Code Standards |
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Page 26
... PERIOD , T Engineering Standard of the International Conference of Building Officials See Section 2312 ( d ) ... PERIOD is the natural period of the geotechnical profile at a site , determined in accordance with the methods specified ...
... PERIOD , T Engineering Standard of the International Conference of Building Officials See Section 2312 ( d ) ... PERIOD is the natural period of the geotechnical profile at a site , determined in accordance with the methods specified ...
Page 27
... period shall be reported as a reasonable range of values together with appropriate substantiating data . Reported ... period , a geotechnical profile representative of the site shall be prepared taking into account the variability of the ...
... period shall be reported as a reasonable range of values together with appropriate substantiating data . Reported ... period , a geotechnical profile representative of the site shall be prepared taking into account the variability of the ...
Page 941
... period is one - half hour or over , and determined by the average or maximum temperature rise on the unexposed ... period by two thirds of the difference in area between the curve of average furnace temperature and the standard curve for ...
... period is one - half hour or over , and determined by the average or maximum temperature rise on the unexposed ... period by two thirds of the difference in area between the curve of average furnace temperature and the standard curve for ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone