Uniform Building Code Standards |
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Page 311
... containing decay . Two types of decayed knot are recognized . Type I - Knots containing soft or loose fibers ( decay ) which may extend the full length of the knot into the pole and which are associated with heart rot . Type II - Knots ...
... containing decay . Two types of decayed knot are recognized . Type I - Knots containing soft or loose fibers ( decay ) which may extend the full length of the knot into the pole and which are associated with heart rot . Type II - Knots ...
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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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