Uniform Building Code Standards |
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Page 182
... least 95 percent of the panels represented by the test pieces shall have 30 percent wood failure or better . These ... least equal to that of plain protein glue . Urea resin glue shall not be used in these grades unless evidence is ...
... least 95 percent of the panels represented by the test pieces shall have 30 percent wood failure or better . These ... least equal to that of plain protein glue . Urea resin glue shall not be used in these grades unless evidence is ...
Page 563
... least 1⁄4 inch thick , a machined metal plate at least 1⁄2 inch thick , or a polished plate of granite or diabase at least 3 inches thick . Sulfur mortar caps shall be formed against similar metal or stone plates . In all cases , plates ...
... least 1⁄4 inch thick , a machined metal plate at least 1⁄2 inch thick , or a polished plate of granite or diabase at least 3 inches thick . Sulfur mortar caps shall be formed against similar metal or stone plates . In all cases , plates ...
Page 1188
... least 85 decibels ( dbA ) at 10 feet while connected to a source of rated voltage and frequency and mounted on a wooden board described in the next paragraph , with the front of the detector at 90 degrees with the horizontal and facing ...
... least 85 decibels ( dbA ) at 10 feet while connected to a source of rated voltage and frequency and mounted on a wooden board described in the next paragraph , with the front of the detector at 90 degrees with the horizontal and facing ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone