Uniform Building Code Standards |
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Page 123
... permitted at the edge to the size permitted at the center line . 3. No 2. Characteristics and limiting provisions are : Medium grain ; stained wood ; splits , medium or equivalent end checks ; seasoning checks ; torn grain ; pitch ...
... permitted at the edge to the size permitted at the center line . 3. No 2. Characteristics and limiting provisions are : Medium grain ; stained wood ; splits , medium or equivalent end checks ; seasoning checks ; torn grain ; pitch ...
Page 160
... permitted . Wood shims not exceeding 3/16 inch in width and 12 inches in length that occur only at the ends of the panel are permitted . 2. Grade A veneer . Grade A veneer ( suitable for painting ) shall be firm , smoothly cut and free ...
... permitted . Wood shims not exceeding 3/16 inch in width and 12 inches in length that occur only at the ends of the panel are permitted . 2. Grade A veneer . Grade A veneer ( suitable for painting ) shall be firm , smoothly cut and free ...
Page 313
... permitted . ( c ) Spiral Grain . Spiral grain ( twist grain ) is permitted as follows : LENGTH OF POLE 30 feet and shorter 35 feet to 45 feet , inclusive 50 feet and longer MAXIMUM TWIST OF GRAIN PERMITTED 1 complete twist in any 10 ...
... permitted . ( c ) Spiral Grain . Spiral grain ( twist grain ) is permitted as follows : LENGTH OF POLE 30 feet and shorter 35 feet to 45 feet , inclusive 50 feet and longer MAXIMUM TWIST OF GRAIN PERMITTED 1 complete twist in any 10 ...
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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