Uniform Building Code Standards |
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Page 339
... diameter not greater than the diameter of the wire . ( c ) Copper . Copper nails shall contain a minimum of 98 percent pure copper . Copper nails shall withstand , without fracture , cold bending through 180 degrees over a diameter not ...
... diameter not greater than the diameter of the wire . ( c ) Copper . Copper nails shall contain a minimum of 98 percent pure copper . Copper nails shall withstand , without fracture , cold bending through 180 degrees over a diameter not ...
Page 595
... diameter or larger , or by more than 0.001 inch in the diameter of any smaller block ; and new blocks shall be manufactured within one half of this tolerance . When the diameter of the bearing face of the spherically seated block ...
... diameter or larger , or by more than 0.001 inch in the diameter of any smaller block ; and new blocks shall be manufactured within one half of this tolerance . When the diameter of the bearing face of the spherically seated block ...
Page 782
... diameter of the hole . The amount by which the diameter of a sub - punched hole is less than that of the finished hole shall be at least one fourth the thickness of the piece and in no case less than 2 inch . 2. The finished diameter of ...
... diameter of the hole . The amount by which the diameter of a sub - punched hole is less than that of the finished hole shall be at least one fourth the thickness of the piece and in no case less than 2 inch . 2. The finished diameter of ...
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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