Uniform Building Code Standards |
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Page 417
... maximum open assembly time with maximum closed assembly time when the adhesive has reached 20 percent of its usable life . 3. At least two panels using minimum open assembly time with maximum closed assembly time when the adhesive has ...
... maximum open assembly time with maximum closed assembly time when the adhesive has reached 20 percent of its usable life . 3. At least two panels using minimum open assembly time with maximum closed assembly time when the adhesive has ...
Page 579
... maximum percent1 .... 34 34 34 Multiple factor , calculated as the product of loss on ignition and fineness , amount retained when wet - sieved on No. 325 sieve , maximum , percent2 ... 255 Pozzolanic activity index : 3 With portland ...
... maximum percent1 .... 34 34 34 Multiple factor , calculated as the product of loss on ignition and fineness , amount retained when wet - sieved on No. 325 sieve , maximum , percent2 ... 255 Pozzolanic activity index : 3 With portland ...
Page 588
... maximum size of the coarse aggregate does not exceed 2 inches . When the nominal maximum size of the coarse aggregate exceeds 2 inches the diameter of the cylinder shall be at least three times the nominal maximum size of the coarse ...
... maximum size of the coarse aggregate does not exceed 2 inches . When the nominal maximum size of the coarse aggregate exceeds 2 inches the diameter of the cylinder shall be at least three times the nominal maximum size of the coarse ...
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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