Uniform Building Code Standards |
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Page 95
... check is one third of its average length measured along the length of the piece , except as noted below . In single - span bending members , shakes , checks and splits are restricted only for a distance from each end equal to three ...
... check is one third of its average length measured along the length of the piece , except as noted below . In single - span bending members , shakes , checks and splits are restricted only for a distance from each end equal to three ...
Page 106
... checks are not over 32 inch wide and not over 4 inches long . ( iv ) Medium checks are not over 32 inch wide and not over 10 inches long . ( v ) Large checks are larger than medium . ( vi ) A roller check is a crack in the wood ...
... checks are not over 32 inch wide and not over 4 inches long . ( iv ) Medium checks are not over 32 inch wide and not over 10 inches long . ( v ) Large checks are larger than medium . ( vi ) A roller check is a crack in the wood ...
Page 162
... checks , small checks on reverse side of 2 - inch and thinner stock . Medium checks on reverse side of stock thicker than 2 inches ; skips , slight skip on reverse side . ( c ) L - 2 , Clear Laminating . This grade shall be well ...
... checks , small checks on reverse side of 2 - inch and thinner stock . Medium checks on reverse side of stock thicker than 2 inches ; skips , slight skip on reverse side . ( c ) L - 2 , Clear Laminating . This grade shall be well ...
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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