Uniform Building Code Standards |
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Page 89
... grain and as usually found is not considered unless in excess of 25 percent of the surface involved . ( ii ) Tom grain is an irregularity in the surface of a piece where wood has been torn or broken out by surfacing . Torn grain is ...
... grain and as usually found is not considered unless in excess of 25 percent of the surface involved . ( ii ) Tom grain is an irregularity in the surface of a piece where wood has been torn or broken out by surfacing . Torn grain is ...
Page 205
... grain plus localized cross grain not associated with a knot , or localized cross grain not associated with a knot may occupy up to one - third of the cross section . ) ( iii ) The general slope of grain shall not exceed 1:12 . When this ...
... grain plus localized cross grain not associated with a knot , or localized cross grain not associated with a knot may occupy up to one - third of the cross section . ) ( iii ) The general slope of grain shall not exceed 1:12 . When this ...
Page 345
... Grain . Loads for lag screws inserted perpendicular to the fiber ( i.e. , in side grain of main member ) shall not exceed the values set forth in Tables No. 25-17-0 and No. 25-17 - P . ( b ) Lateral Loads Perpendicular to Grain . Loads ...
... Grain . Loads for lag screws inserted perpendicular to the fiber ( i.e. , in side grain of main member ) shall not exceed the values set forth in Tables No. 25-17-0 and No. 25-17 - P . ( b ) Lateral Loads Perpendicular to Grain . Loads ...
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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