Uniform Building Code Standards |
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Page 177
... continuous ( un- jointed ) framing around all panel edges , increase allowable shear - through - the - thickness stresses by 33 percent . If the continuous framing is glued to only two edges parallel to the face grain , increase ...
... continuous ( un- jointed ) framing around all panel edges , increase allowable shear - through - the - thickness stresses by 33 percent . If the continuous framing is glued to only two edges parallel to the face grain , increase ...
Page 221
... continuous length operation ) but not less than two samples per operating day ( 24 - hour period ) per press . c . For both multiple - opening - press and continuous length press operations , the required samples shall be collected at ...
... continuous length operation ) but not less than two samples per operating day ( 24 - hour period ) per press . c . For both multiple - opening - press and continuous length press operations , the required samples shall be collected at ...
Page 1187
... continuous beads spaced not to exceed 12 inches on center . Beads shall be of sufficient size to provide a continuous bond between the gypsum base and the wall surface along the gypsum base . Gypsum base applied over rigid plastic foam ...
... continuous beads spaced not to exceed 12 inches on center . Beads shall be of sufficient size to provide a continuous bond between the gypsum base and the wall surface along the gypsum base . Gypsum base applied over rigid plastic foam ...
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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