Uniform Building Code Standards |
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Page 232
... joints for bending , tension and compression members shall be qualified in accordance with this standard . End joints may be preglued or they may be assembled and bonded integrally with the face- joint operation . For plane scarf joints ...
... joints for bending , tension and compression members shall be qualified in accordance with this standard . End joints may be preglued or they may be assembled and bonded integrally with the face- joint operation . For plane scarf joints ...
Page 233
... joints . ( k ) Knots in End Joints . Knots or knotholes in plane scarf joints shall be limited to those permitted for the lumber grade but in no case shall they exceed one - fourth the nominal width of the piece in the laminations that ...
... joints . ( k ) Knots in End Joints . Knots or knotholes in plane scarf joints shall be limited to those permitted for the lumber grade but in no case shall they exceed one - fourth the nominal width of the piece in the laminations that ...
Page 499
... joints used in each phase of the plant calibration shall be cut as closely in sequence as possible from the same ... joints shall not be allowed to stop in the tunnel . ( b ) Ratio of Tensile Strength for Partially Cured to Fully Cured ...
... joints used in each phase of the plant calibration shall be cut as closely in sequence as possible from the same ... joints shall not be allowed to stop in the tunnel . ( b ) Ratio of Tensile Strength for Partially Cured to Fully Cured ...
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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