Uniform Building Code Standards |
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Page 416
... least 40 percent of the required dry shear strength specified in Item No. 1. Mold - resistance strength on yellow birch and Douglas fir plywood shall average at least 75 percent of shear strength obtained from uncontaminated control ...
... least 40 percent of the required dry shear strength specified in Item No. 1. Mold - resistance strength on yellow birch and Douglas fir plywood shall average at least 75 percent of shear strength obtained from uncontaminated control ...
Page 417
... least two panels using maximum open assembly time with maximum closed assembly time when the adhesive has reached 20 percent of its usable life . 3. At least two panels using minimum open assembly time with maximum closed assembly time ...
... least two panels using maximum open assembly time with maximum closed assembly time when the adhesive has reached 20 percent of its usable life . 3. At least two panels using minimum open assembly time with maximum closed assembly time ...
Page 599
... least 4 inch thick , a machined metal plate at least1⁄2 inch thick , or a polished plate of granite or diabase at least 3 inches thick . Sulfur mortar caps shall be formed against similar metal or stone plates . In all cases , plates ...
... least 4 inch thick , a machined metal plate at least1⁄2 inch thick , or a polished plate of granite or diabase at least 3 inches thick . Sulfur mortar caps shall be formed against similar metal or stone plates . In all cases , plates ...
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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