Building Standards: Uniform Building Code1985 - Building laws |
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Page 233
... containing the repaired lamination shall not be marked as a member containing proof loaded end joints . ( k ) Knots in End Joints . Knots or knotholes in plane scarf joints shall be limited to those permitted for the lumber grade but in ...
... containing the repaired lamination shall not be marked as a member containing proof loaded end joints . ( k ) Knots in End Joints . Knots or knotholes in plane scarf joints shall be limited to those permitted for the lumber grade but in ...
Page 571
... containing the admixture under test shall be calculated as a percentage of the compressive strength of the reference concrete as follows : Divide the average compressive strength of the specimens made from the concrete containing the ...
... containing the admixture under test shall be calculated as a percentage of the compressive strength of the reference concrete as follows : Divide the average compressive strength of the specimens made from the concrete containing the ...
Page 576
... containing the reference admixture at the same test age . ( e ) Flexural Strength . The flexural strength at any test age of concrete containing the admixture under test shall be not less than 90 percent of that of similar concrete ...
... containing the reference admixture at the same test age . ( e ) Flexural Strength . The flexural strength at any test age of concrete containing the admixture under test shall be not less than 90 percent of that of similar concrete ...
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Common terms and phrases
accordance adhesive allowable apply average bending bolt bonding characteristics checks combinations compression conform connector containing continuous covers cross section depth determined diameter dimension direction distance Douglas fir edge end joints equal equivalent exceed failure feet firm fourth grade Group half heart heavy holes inch Inner knots laminations lams least length less light limited load lumber machine manufactured marked masonry material maximum measured medium methods moisture content nominal outer panel parallel percent permitted piece pine pitch plate plywood pockets pounds procedures production provisions requirements rings sample seasoning Select shake shear shown side sizes slope of grain southern pine spaced species specified splits square streaks strength stress Structural surface Table tension test specimens thickness third Type U.B.C. Standard Uniform Building Code units values veneer visually wane weight western wide face width wood Zone