Uniform Building Code Standards |
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Page 232
( h ) End - joint Assembly and Bonding . The individual pieces of lumber in a
lamination shall be joined by end joints meeting the requirements of this standard
when the length of the lamination is longer than the lumber used . End joints for ...
( h ) End - joint Assembly and Bonding . The individual pieces of lumber in a
lamination shall be joined by end joints meeting the requirements of this standard
when the length of the lamination is longer than the lumber used . End joints for ...
Page 234
No specific end - joint spacing is required for arches . 4 . Occasional closer
spacing . Occasional occurrences of end joints spaced closer than the above
minimums are permitted when consideration is given to the combined structural
effect of ...
No specific end - joint spacing is required for arches . 4 . Occasional closer
spacing . Occasional occurrences of end joints spaced closer than the above
minimums are permitted when consideration is given to the combined structural
effect of ...
Page 499
Test specimens shall consist of 2 by 6 lumber of 302 - 24 grade with no knots
within 1 foot of the end joint . ... End joints shall be cut by standard plant
procedures and all end joints used in each phase of the plant calibration shall be
cut as ...
Test specimens shall consist of 2 by 6 lumber of 302 - 24 grade with no knots
within 1 foot of the end joint . ... End joints shall be cut by standard plant
procedures and all end joints used in each phase of the plant calibration shall be
cut as ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
accordance aggregate allowable applied assembly average beam bending bolt cement characteristics checks coating combination compression compression stress concrete conform connections construction containing Continued covers cross depth determined diameter dimensions direction distance door edge effective element end joints equal exceed face feet Figure fire flange foot grade grain greater Group holes inches joists knots laminations least length less light limited load located lumber manufacturer material maximum measured medium method moisture nominal panel parallel percent period permitted piece pine pitch placed plate plywood pounds pressure procedures requirements sample Section shear sheet shown side slope sound spaced specified square steel stiffeners strength stress structural surface Table temperature tension test specimens thickness Type U.B.C. Standard Uniform Building Code unit values weight welds wide width wire wood Zone