Uniform Building Code Standards |
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Page 540
... nominal diameter of the bar . The average spacing shall be determined by dividing a measured length of the bar specimen by the number of individual deformations and fractional parts of deformations on any one side of the bar specimen ...
... nominal diameter of the bar . The average spacing shall be determined by dividing a measured length of the bar specimen by the number of individual deformations and fractional parts of deformations on any one side of the bar specimen ...
Page 563
... nominal diameter of the bar . The minimum height and minimum projected area of the deformations shall conform to the ... nominal diameter specified in Table No. 26-7 - F shall not exceed +0.030 , -0.010 inch . For Type II bars , the ...
... nominal diameter of the bar . The minimum height and minimum projected area of the deformations shall conform to the ... nominal diameter specified in Table No. 26-7 - F shall not exceed +0.030 , -0.010 inch . For Type II bars , the ...
Page 782
... nominal diameter of the rivet . 4. The finished diameter of holes for bolts shall be not more than 6 inch larger than the nominal bolt diameter . 5. If any holes must be enlarged to admit the rivets or bolts , they shall be reamed ...
... nominal diameter of the rivet . 4. The finished diameter of holes for bolts shall be not more than 6 inch larger than the nominal bolt diameter . 5. If any holes must be enlarged to admit the rivets or bolts , they shall be reamed ...
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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