Uniform Building Code Standards |
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Page 107
... grain . In applicable grades , an average of approximately four annual rings per inch measured on a representative radial line on either end of a piece . In Douglas fir , larch and southern pine tree species of longleaf , slash ...
... grain . In applicable grades , an average of approximately four annual rings per inch measured on a representative radial line on either end of a piece . In Douglas fir , larch and southern pine tree species of longleaf , slash ...
Page 109
... grain and as usually found is not considered unless in excess of 25 percent of the surface involved . ( ii ) Torn 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 ) Torn grain is an irregularity in the surface of a piece where wood has been torn or broken out by surfacing . Torn grain is ...
Page 320
... 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 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone