Uniform Building Code Standards |
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Page 165
... wood failure . ( d ) All Other Grades of Interior - type Plywood . A panel shall be classed as failing if more than two of the five test specimens fail . The material represented by the sampling shall be considered as meeting the ...
... wood failure . ( d ) All Other Grades of Interior - type Plywood . A panel shall be classed as failing if more than two of the five test specimens fail . The material represented by the sampling shall be considered as meeting the ...
Page 483
... wood failure , greater than 70 percent . Partially along the joint profile with some failure at the finger roots ( or scarf tip ) with good overall wood failure along the joint profile surfaces . Mostly at the finger - joint roots ( or ...
... wood failure , greater than 70 percent . Partially along the joint profile with some failure at the finger roots ( or scarf tip ) with good overall wood failure along the joint profile surfaces . Mostly at the finger - joint roots ( or ...
Page 494
... failure with both the shear strength and wood failure recorded for each glue line tested . In reporting results of the shear test , the glue or wood failure revealed on the sheared surfaces of the specimen shall be estimated by a ...
... failure with both the shear strength and wood failure recorded for each glue line tested . In reporting results of the shear test , the glue or wood failure revealed on the sheared surfaces of the specimen shall be estimated by a ...
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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