Uniform Building Code Standards |
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Page 343
... Wood Screws in Side Grain . The allowable loads for lateral resistance to any angle of load to grain when the wood screw is inserted perpendicular to the fibers ( i.e. , in side grain of main member ) , and a wood side piece is used ...
... Wood Screws in Side Grain . The allowable loads for lateral resistance to any angle of load to grain when the wood screw is inserted perpendicular to the fibers ( i.e. , in side grain of main member ) , and a wood side piece is used ...
Page 419
... wood surfaces at the bonded joints caused by a cohesive failure in the adhesive or a failure of the adhesive at the wood surface . Classification Sec . 25.1915 . The adhesive shall be classified by the manufacturer as to general type ...
... wood surfaces at the bonded joints caused by a cohesive failure in the adhesive or a failure of the adhesive at the wood surface . Classification Sec . 25.1915 . The adhesive shall be classified by the manufacturer as to general type ...
Page 423
... wood preparation , and any other data which may be pertinent to the use of the adhesive in the manufacture of laminated wood products . The adhesive shall pass the tests required by this standard for all limiting conditions recommended ...
... wood preparation , and any other data which may be pertinent to the use of the adhesive in the manufacture of laminated wood products . The adhesive shall pass the tests required by this standard for all limiting conditions recommended ...
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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