Uniform Building Code Standards |
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Page 339
... Wire . Steel wire shall be of good commercial quality , entirely suitable for the purpose and sufficiently ductile to ensure that the finished product shall withstand , without fracture , cold bending through 180 degrees over a diameter ...
... Wire . Steel wire shall be of good commercial quality , entirely suitable for the purpose and sufficiently ductile to ensure that the finished product shall withstand , without fracture , cold bending through 180 degrees over a diameter ...
Page 549
... wire fabric to be used for the reinforcement of concrete . Description Sec . 26.602 . The term " welded wire fabric " as herein used designates a material composed of cold - drawn steel wires , " as drawn " or galvanized , fabricated ...
... wire fabric to be used for the reinforcement of concrete . Description Sec . 26.602 . The term " welded wire fabric " as herein used designates a material composed of cold - drawn steel wires , " as drawn " or galvanized , fabricated ...
Page 555
... wire . Number of Tests Sec . 26.626 . One tension test and one bend test shall be made from each 10 tons or less of each size of wire . If any test specimen shows imperfections or develops flaws , it may be discarded and another ...
... wire . Number of Tests Sec . 26.626 . One tension test and one bend test shall be made from each 10 tons or less of each size of wire . If any test specimen shows imperfections or develops flaws , it may be discarded and another ...
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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