Uniform Building Code Standards |
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Page 137
International Conference of Building Officials. 11⁄2 inches wide if the wane is not longer than one sixth the length of the piece and not to exceed 2 inches wide if the wane is not longer than 16 inches , and short wane dips allowed on ...
International Conference of Building Officials. 11⁄2 inches wide if the wane is not longer than one sixth the length of the piece and not to exceed 2 inches wide if the wane is not longer than 16 inches , and short wane dips allowed on ...
Page 283
... wane not exceeding 1/6 the width on each edge of the wide face of a lamination is permitted in all laminations except the outer lamination both top and bottom must be free of wane . Unless wane is omitted , these combinations are ...
... wane not exceeding 1/6 the width on each edge of the wide face of a lamination is permitted in all laminations except the outer lamination both top and bottom must be free of wane . Unless wane is omitted , these combinations are ...
Page 284
... wane not exceeding 1/6 the width on each edge of the wide face of a lamination is allowed in all grades except that the outer lamination both top and bottom must be free of wane . Unless wane is omitted , these combinations are limited ...
... wane not exceeding 1/6 the width on each edge of the wide face of a lamination is allowed in all grades except that the outer lamination both top and bottom must be free of wane . Unless wane is omitted , these combinations are limited ...
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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