Uniform Building Code Standards |
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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 371
... group I 77 97 116 172 246 275 Species group II 63 78 94 94 108 139 155 176 199 223 Species group III 51 64 77 77 88 114 127 144 163 182 Species group IV 41 51 61 61 70 91 102 115 130 146 Penny weight 6d 8d 10d 12d 16d 20d 30d 40d 50d ...
... group I 77 97 116 172 246 275 Species group II 63 78 94 94 108 139 155 176 199 223 Species group III 51 64 77 77 88 114 127 144 163 182 Species group IV 41 51 61 61 70 91 102 115 130 146 Penny weight 6d 8d 10d 12d 16d 20d 30d 40d 50d ...
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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