Uniform Building Code Standards |
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Page 136
... inches in 6 - inch and 8 - inch widths , 21⁄2 inches in 10 - inch and 12 - inch widths ; manufacture - Standard D ; light skip allowed not to exceed 10 percent of the face side ; H or M dressing on edges ; pitch , pitch pockets and ...
... inches in 6 - inch and 8 - inch widths , 21⁄2 inches in 10 - inch and 12 - inch widths ; manufacture - Standard D ; light skip allowed not to exceed 10 percent of the face side ; H or M dressing on edges ; pitch , pitch pockets and ...
Page 161
... inches across the grain , and knotholes up to 1 inch measured across the grain . An occasional knothole more than 1 inch but not more than 11/2 inches measured across the grain , occurring in any section 12 inches along the grain in ...
... inches across the grain , and knotholes up to 1 inch measured across the grain . An occasional knothole more than 1 inch but not more than 11/2 inches measured across the grain , occurring in any section 12 inches along the grain in ...
Page 162
... inches in a 48 - inch width and proportionately for other widths is also permitted . Knotholes up to 21/2 inches across the grain , an occasional knothole larger than 21/2 inches but not larger than 3 - inch dimension occurring in any ...
... inches in a 48 - inch width and proportionately for other widths is also permitted . Knotholes up to 21/2 inches across the grain , an occasional knothole larger than 21/2 inches but not larger than 3 - inch dimension occurring in any ...
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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