Uniform Building Code Standards |
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Page 165
... percent 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 ...
... percent 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 ...
Page 405
... percent . The minimum requirement for 90 percent of the individual specimens shall be not less than 40 percent wood failure . C. Interior durability requirement . Average wood failure shall be not less than 70 percent . D. Exterior ...
... percent . The minimum requirement for 90 percent of the individual specimens shall be not less than 40 percent wood failure . C. Interior durability requirement . Average wood failure shall be not less than 70 percent . D. Exterior ...
Page 842
... percent . TABLE NO . 32-4 - D - WEIGHT OF COATING. TITA- OTHER ALLOY ALUMINUM ( Percent ) COPPER IRON SILICON MANGANESE MAGNESIUM ( Percent ) ( Por ( Percent ) ( Percent ) ( Percent ) cent ) ZINC ( Percent ) CHROMIUM NIUM ( Percent ) ...
... percent . TABLE NO . 32-4 - D - WEIGHT OF COATING. TITA- OTHER ALLOY ALUMINUM ( Percent ) COPPER IRON SILICON MANGANESE MAGNESIUM ( Percent ) ( Por ( Percent ) ( Percent ) ( Percent ) cent ) ZINC ( Percent ) CHROMIUM NIUM ( Percent ) ...
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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