Uniform Building Code Standards |
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Page 339
... 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 greater than ...
... 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 greater than ...
Page 699
... greater than 63.3 / VF , but not greater than 144 / VF , : * -- F1 = F , [ 0.767 — ( 2.64 / 103 ) ( w / t ) VF , ] 3. For w / t ratio greater than 144 / VF , but not greater than 25 : Fc = 8000 / ( w / t ) 2 4. For w / t from 25 to 60 ...
... greater than 63.3 / VF , but not greater than 144 / VF , : * -- F1 = F , [ 0.767 — ( 2.64 / 103 ) ( w / t ) VF , ] 3. For w / t ratio greater than 144 / VF , but not greater than 25 : Fc = 8000 / ( w / t ) 2 4. For w / t from 25 to 60 ...
Page 798
... greater than 7 Cu Cz = D60 / Dio Greater than 6 10 ( D30 ) 2 DIO X D60 10 Between 1 and 3 Not meeting both criteria for SW Atterberg limits plot below " A " line or plasticity index less than 4 Atterberg limits plot above " A " -line ...
... greater than 7 Cu Cz = D60 / Dio Greater than 6 10 ( D30 ) 2 DIO X D60 10 Between 1 and 3 Not meeting both criteria for SW Atterberg limits plot below " A " line or plasticity index less than 4 Atterberg limits plot above " A " -line ...
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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