Building Standards: Uniform Building Code1985 - Building laws |
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Page 90
... light machine gouge is not over 64 inch deep . Light machine gouge is not over 1/2 inch deep . Medium machine gouge is not over 16 inch deep . Heavy machine gouge is not over 1⁄4 inch deep . ( xii ) A machine offset is an abrupt ...
... light machine gouge is not over 64 inch deep . Light machine gouge is not over 1/2 inch deep . Medium machine gouge is not over 16 inch deep . Heavy machine gouge is not over 1⁄4 inch deep . ( xii ) A machine offset is an abrupt ...
Page 100
... Light 4 & 6 Light Medium Heavy Very Light 8 Light Medium Heavy **** **** Very Light 10 Light Medium 1 % Heavy 1 / 1 11 % 1 ** 112 * 12 34 1 % 1 % 1 11/2 1 % 11/24 1 % 1 1/2 } 4 * ** Very Light 12 Light Medium Heavy Very Light 14 Light 1 ...
... Light 4 & 6 Light Medium Heavy Very Light 8 Light Medium Heavy **** **** Very Light 10 Light Medium 1 % Heavy 1 / 1 11 % 1 ** 112 * 12 34 1 % 1 % 1 11/2 1 % 11/24 1 % 1 1/2 } 4 * ** Very Light 12 Light Medium Heavy Very Light 14 Light 1 ...
Page 101
... Light Light Medium Heavy *** / % 1/4 Very Light 32 1 % Light 16 Medium 32 Heavy 38 34 nfo at affo ãão . **** 18 น 16 3/3 3/3 12 5 % 34 12 น % 1 % 3/4 1 114 11/2 3/3 1/2 1 % at alfo at a co 16 3/8 18 P 1/2 3/4 % 11 / % น 1 % 1 % 15 % 11 ...
... Light Light Medium Heavy *** / % 1/4 Very Light 32 1 % Light 16 Medium 32 Heavy 38 34 nfo at affo ãão . **** 18 น 16 3/3 3/3 12 5 % 34 12 น % 1 % 3/4 1 114 11/2 3/3 1/2 1 % at alfo at a co 16 3/8 18 P 1/2 3/4 % 11 / % น 1 % 1 % 15 % 11 ...
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½ inch adhesive allowable load apply average bending members Black knots bolt BUILDING CODE STANDARD Characteristics and limiting combinations compression members compressive strength concrete masonry units connector cross section design value diameter dimension Douglas fir E-rated eastern white pine edge end joints equivalent smaller exceed FACE WIDTH feet glued grading rules half the thickness holes inch wide Inner knots lams less limiting provisions localized cross grain lumber manufactured material maximum measured medium grain minimum modulus of elasticity moisture content mortar nominal occasional piece outer tension panel parallel percent permitted perpendicular pitch streaks pith plywood pounds per square procedures RED KNOTS requirements sample sapwood scarf joints seasoning checks shake shear slope of grain southern pine spaced species specified splits square inch stress surface Table tension laminations test specimens timber torn grain U.B.C. Standard Uniform Building Code veneer visually graded wane wide face wood failure