Uniform Building Code Standards |
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Page 157
Panels shall have no continuous holes or through openings from face to back .
End butt joints ... Butt joints having a total aggregate width not exceeding the
width of the panel may occur in the center ply of five - ply , five - layer panels . The
butt ...
Panels shall have no continuous holes or through openings from face to back .
End butt joints ... Butt joints having a total aggregate width not exceeding the
width of the panel may occur in the center ply of five - ply , five - layer panels . The
butt ...
Page 158
Stitched veneer used for outer plies is limited to panels with C or D grade faces or
backs , except stitched C veneer may not be used for faces in decorative panels .
... Shims or strips of veneer shall not be used to repair panel edge voids .
Stitched veneer used for outer plies is limited to panels with C or D grade faces or
backs , except stitched C veneer may not be used for faces in decorative panels .
... Shims or strips of veneer shall not be used to repair panel edge voids .
Page 168
Neither panels with N faces nor the faces of such panels , unless longer than 10
feet , shall be scarfed or finger jointed ... If the average ultimate stress of the three
test specimens of any one panel is less than 4000 psi for panels of Group 1 ...
Neither panels with N faces nor the faces of such panels , unless longer than 10
feet , shall be scarfed or finger jointed ... If the average ultimate stress of the three
test specimens of any one panel is less than 4000 psi for panels of Group 1 ...
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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
Bibliographic information
| Title | Uniform Building Code Standards |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1985 |
| Original from | the University of California |
| Digitized | 13 Aug 2008 |
| Length | 1258 pages |
| Export Citation | BiBTeX EndNote RefMan |