Uniform Building Code Standards |
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Page 164
... fiber sheet or sheets , containing not less than 45 percent resin solids based on a volatile - free weight of fiber and resin . The resin shall be a thermosetting phenol or melamine type . The total resin - impregnated materials for ...
... fiber sheet or sheets , containing not less than 45 percent resin solids based on a volatile - free weight of fiber and resin . The resin shall be a thermosetting phenol or melamine type . The total resin - impregnated materials for ...
Page 345
... fiber ( i.e. , in side grain of main member ) shall not exceed the values set forth in Tables No. 25-17-0 and No. 25-17 - P . ( b ) Lateral Loads Perpendicular to Grain . Loads for lag screws inserted perpendicu- lar to the fiber ( i.e. ...
... fiber ( i.e. , in side grain of main member ) shall not exceed the values set forth in Tables No. 25-17-0 and No. 25-17 - P . ( b ) Lateral Loads Perpendicular to Grain . Loads for lag screws inserted perpendicu- lar to the fiber ( i.e. ...
Page 1147
... fiber but not exceeding 15 percent of fiber by weight , and surfaced with paper firmly bonded to the core . ( b ) Flexural Strength . When tested , either face up or face down in accordance with U.B.C. Standard No. 47-17 , the breaking ...
... fiber but not exceeding 15 percent of fiber by weight , and surfaced with paper firmly bonded to the core . ( b ) Flexural Strength . When tested , either face up or face down in accordance with U.B.C. Standard No. 47-17 , the breaking ...
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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