Uniform Building Code Standards |
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Page 20
... feet by 12 feet having a ceiling height of 8 feet located in an enclosed building . A doorway 2 feet 6 inches by 7 feet 0 inches shall be centered in one of the 8 - foot - long walls of the test structure . See Figure No. 1 . The wall ...
... feet by 12 feet having a ceiling height of 8 feet located in an enclosed building . A doorway 2 feet 6 inches by 7 feet 0 inches shall be centered in one of the 8 - foot - long walls of the test structure . See Figure No. 1 . The wall ...
Page 313
... feet from the butt and in the outer 3 inches of poles having a circumference of more than 37.5 inches at 6 feet from the butt shall be not less than six rings per inch . EXCEPTION : Poles with four and five rings per inch are acceptable ...
... feet from the butt and in the outer 3 inches of poles having a circumference of more than 37.5 inches at 6 feet from the butt shall be not less than six rings per inch . EXCEPTION : Poles with four and five rings per inch are acceptable ...
Page 314
... feet below the ground line is not less than the minimum circumference specified at 6 feet from the butt for the class and length of the pole ; and 2. That the depth of the trimmed scar is not more than 2 inches , if the diameter is 10 ...
... feet below the ground line is not less than the minimum circumference specified at 6 feet from the butt for the class and length of the pole ; and 2. That the depth of the trimmed scar is not more than 2 inches , if the diameter is 10 ...
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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