Building Standards: Uniform Building Code1985 - Building laws |
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Page 159
... groups given in Table No. 25-9 - A . The species of face and back plies may be from any group ; however , when a face or back is made of more than one piece , the entire ply shall be of the same species . Panels , other than unsanded ...
... groups given in Table No. 25-9 - A . The species of face and back plies may be from any group ; however , when a face or back is made of more than one piece , the entire ply shall be of the same species . Panels , other than unsanded ...
Page 163
... group . Inner plies shall be not less than C grade . ( See Table No. 25-9 - E for veneer grade limitations of High ... Group I species , crossband of any Group 1 or Group 2 species , and centers of any Group 1 , 2 , 3 or 4 species ...
... group . Inner plies shall be not less than C grade . ( See Table No. 25-9 - E for veneer grade limitations of High ... Group I species , crossband of any Group 1 or Group 2 species , and centers of any Group 1 , 2 , 3 or 4 species ...
Page 334
... Group II , 10 diameters for Group III and 11 diameters for Group IV . For 2 % -inch shear plates , the full allowable load may be used when the minimum penetration is four diameters for Group I woods , five diameters for Group II ...
... Group II , 10 diameters for Group III and 11 diameters for Group IV . For 2 % -inch shear plates , the full allowable load may be used when the minimum penetration is four diameters for Group I woods , five diameters for Group II ...
Contents
CHAPTER | 7 |
Standard and Subject 1256 October 1979 of the Underwriters Laboratories | 14 |
CHAPTER | 26 |
Copyright | |
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Common terms and phrases
accordance adhesive allowable load apply average beams bending members Black knots bolt bonding BUILDING CODE STANDARD butt joints combinations compression compression members connector core cross section design value determined diameter dimensions Douglas fir E-rated eastern white pine edge end joints exceed FACE WIDTH feet fiber flange glue lines glued hem-fir holes inch wide Inner knots lag screw laminating grade lams length less limiting provisions localized cross grain lumber manufactured masonry material maximum measured medium grain minimum modulus of elasticity moisture content nails nominal outer tension panel parallel percent permitted perpendicular plies plywood pounds per square procedures requirements sample sapwood scarf joints seasoning checks shake shear shear strength slope of grain southern pine spaced specified splits square inch strength stress structural surface Table temperature tension laminations Tension Zone test specimens thermocouples timber U.B.C. Standard Uniform Building Code veneer visually graded wane wide face wood failure