Uniform Building Code Standards |
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Page 206
... E - rated grade . The restrictions on general slope of grain and clear wood at a cross section may be omitted from the 302-20 grade , provided qualification tests are conducted in accordance with Item ( i ) and the ends of the pieces ...
... E - rated grade . The restrictions on general slope of grain and clear wood at a cross section may be omitted from the 302-20 grade , provided qualification tests are conducted in accordance with Item ( i ) and the ends of the pieces ...
Page 244
... E - rated lumber shall have no white speck allowed in the outer tension zone or in the outer compression lamination ... E - rated combinations may contain visually graded L2 , L3 or No. 3 Douglas fir - larch without E rating as shown in ...
... E - rated lumber shall have no white speck allowed in the outer tension zone or in the outer compression lamination ... E - rated combinations may contain visually graded L2 , L3 or No. 3 Douglas fir - larch without E rating as shown in ...
Page 246
... E - rated . E - rated laminating lumber shall be graded for stiffness and edge characteris- tics as defined in Section 25.1110 ( a ) . Machine stress - rated ( MSR ) western woods and Canadian softwood species , graded in accordance ...
... E - rated . E - rated laminating lumber shall be graded for stiffness and edge characteris- tics as defined in Section 25.1110 ( a ) . Machine stress - rated ( MSR ) western woods and Canadian softwood species , graded in accordance ...
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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