Uniform Building Code Standards |
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Page 830
... weight of the container and contents determined . The weight of kerosene oil absorbed is to be determined by subtracting from the weight of the container and contents the original weight of the container and felt . The specific gravity ...
... weight of the container and contents determined . The weight of kerosene oil absorbed is to be determined by subtracting from the weight of the container and contents the original weight of the container and felt . The specific gravity ...
Page 833
... weight of the saturant originally present in the felt is to be calculated using the percent saturation obtained from the test of the central section . The weight of the back coating equals the weight of the bottom section minus the sum ...
... weight of the saturant originally present in the felt is to be calculated using the percent saturation obtained from the test of the central section . The weight of the back coating equals the weight of the bottom section minus the sum ...
Page 837
... weight of each package selected shall be obtained and the average of the lot shall be deter- mined . These weights ... weight of shingles per 100 square feet may be calculated by using the following formula : W = P AX N × 100 WHERE : W ...
... weight of each package selected shall be obtained and the average of the lot shall be deter- mined . These weights ... weight of shingles per 100 square feet may be calculated by using the following formula : W = P AX N × 100 WHERE : W ...
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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