Uniform Building Code Standards |
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Page 232
... joints in face laminations may be filled with an exterior filler - type material or wood inserts . ( h ) End - joint Assembly and Bonding . The individual pieces of lumber in a lamination shall be joined by end joints meeting the ...
... joints in face laminations may be filled with an exterior filler - type material or wood inserts . ( h ) End - joint Assembly and Bonding . The individual pieces of lumber in a lamination shall be joined by end joints meeting the ...
Page 496
... end joint . The specific gravity for each test specimen shall be not less than the average for the species nor more ... joints shall be produced by standard plant procedures and all end joints used in each phase of the plant calibration ...
... end joint . The specific gravity for each test specimen shall be not less than the average for the species nor more ... joints shall be produced by standard plant procedures and all end joints used in each phase of the plant calibration ...
Page 499
... end joint . The specific gravity shall be not less than the average for the species nor more than 0.08 above the ... joints shall be cut by standard plant procedures and all end joints used in each phase of the plant calibration shall be ...
... end joint . The specific gravity shall be not less than the average for the species nor more than 0.08 above the ... joints shall be cut by standard plant procedures and all end joints used in each phase of the plant calibration shall be ...
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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