Uniform Building Code Standards |
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Page 417
... assembly time with minimum closed assembly time when the adhesive has reached 20 percent of its usable life . 2. At least two panels using maximum open assembly time with maximum closed assembly time when the adhesive has reached 20 ...
... assembly time with minimum closed assembly time when the adhesive has reached 20 percent of its usable life . 2. At least two panels using maximum open assembly time with maximum closed assembly time when the adhesive has reached 20 ...
Page 979
... assemblies , for use in wall openings to retard the passage of fire . Test methods in this standard are intended to evaluate the ability of a window or other light - transmitting assembly to remain in an opening during a predetermined ...
... assemblies , for use in wall openings to retard the passage of fire . Test methods in this standard are intended to evaluate the ability of a window or other light - transmitting assembly to remain in an opening during a predetermined ...
Page 980
... assembly shall be subjected to the impact , erosion and cooling effects of the hose stream . The hose stream shall ... assembly . If impossible to be so located , the nozzle may be on a line deviating not to exceed 30 degrees from the ...
... assembly shall be subjected to the impact , erosion and cooling effects of the hose stream . The hose stream shall ... assembly . If impossible to be so located , the nozzle may be on a line deviating not to exceed 30 degrees from the ...
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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