Uniform Building Code Standards |
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Page 105
... length . SMALL PITCH POCKET , not over inch in width and not over 4 inches in length , or not over 1/4 inch in width and not over 2 inches in length . MEDIUM PITCH POCKET , not over 1⁄2 inch in width and not over 8 inches in length ; or ...
... length . SMALL PITCH POCKET , not over inch in width and not over 4 inches in length , or not over 1/4 inch in width and not over 2 inches in length . MEDIUM PITCH POCKET , not over 1⁄2 inch in width and not over 8 inches in length ; or ...
Page 129
... length or 16 - inch scant full length ; medium cup ; crook as shown in Table No. 25-1 - F ; wane on back , two thirds the thickness , one fourth the width , one half the length or equivalent in an occasional piece ; split one sixth the ...
... length or 16 - inch scant full length ; medium cup ; crook as shown in Table No. 25-1 - F ; wane on back , two thirds the thickness , one fourth the width , one half the length or equivalent in an occasional piece ; split one sixth the ...
Page 141
... length of 10 " pro- wide face or 24 " at centerline of vided wane width and wide face . Pith limited to % of length decrease in length ; large pitch pockets ; shakes proportion to depth at ends limited to 1⁄2 the thickness . increase ...
... length of 10 " pro- wide face or 24 " at centerline of vided wane width and wide face . Pith limited to % of length decrease in length ; large pitch pockets ; shakes proportion to depth at ends limited to 1⁄2 the thickness . increase ...
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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