Uniform Building Code Standards |
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Page 567
... sample and of subsequent samples shall be within a range of variation not greater than 5 percentage points . 3. Residue by oven drying ( nonliquid admixtures ) . When dried in accordance with a nationally recognized test , the oven ...
... sample and of subsequent samples shall be within a range of variation not greater than 5 percentage points . 3. Residue by oven drying ( nonliquid admixtures ) . When dried in accordance with a nationally recognized test , the oven ...
Page 603
... Sample . Make the samples to be used for strength tests a minimum of 1 cubic foot . Smaller samples may be permitted for routine air content and slump tests and the size shall be dictated by the maximum aggregate size . ( b ) Procedure ...
... Sample . Make the samples to be used for strength tests a minimum of 1 cubic foot . Smaller samples may be permitted for routine air content and slump tests and the size shall be dictated by the maximum aggregate size . ( b ) Procedure ...
Page 872
... sample . The loading knife edge may be either the fixed or the rocker type and shall be at least as long as the width of the sample . Place the sample on the knife edges with the open side or turned - down edges down , so that the sample ...
... sample . The loading knife edge may be either the fixed or the rocker type and shall be at least as long as the width of the sample . Place the sample on the knife edges with the open side or turned - down edges down , so that the sample ...
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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