Uniform Building Code Standards |
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Page 855
... located 3 inches above the horizontal joint in the test deck . They are to be secured to the deck by a No. 18 B. & S. gage soft iron wire . The second brand is not to be applied until all burning resulting from the first brand has ...
... located 3 inches above the horizontal joint in the test deck . They are to be secured to the deck by a No. 18 B. & S. gage soft iron wire . The second brand is not to be applied until all burning resulting from the first brand has ...
Page 980
... located 20 feet from and on a line normal to the center of the test assembly . If impossible to be so located , the nozzle may be on a line deviating not to exceed 30 degrees from the line normal to the center of the test assembly ...
... located 20 feet from and on a line normal to the center of the test assembly . If impossible to be so located , the nozzle may be on a line deviating not to exceed 30 degrees from the line normal to the center of the test assembly ...
Page 1090
... located 20 feet from and on a line normal to the center of the test assembly . If impossible to be so located , the nozzle may be on a line deviating not more than 30 degrees from the line normal to the center of the assembly . When so ...
... located 20 feet from and on a line normal to the center of the test assembly . If impossible to be so located , the nozzle may be on a line deviating not more than 30 degrees from the line normal to the center of the assembly . When so ...
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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