Uniform Building Code Standards |
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Page 248
... apply to hardwoods . Combinations A , B and C. For bending members , the tension lamination requirements in Section 25.1007 ( f ) , U.B.C. Standard No. 25-10 , for 302-24 apply to the outermost tension laminations representing 5 percent ...
... apply to hardwoods . Combinations A , B and C. For bending members , the tension lamination requirements in Section 25.1007 ( f ) , U.B.C. Standard No. 25-10 , for 302-24 apply to the outermost tension laminations representing 5 percent ...
Page 330
... apply for lumber so treated and not dried after treatment , the requirements of the second paragraph of this subsection shall apply . ( c ) Condition of Loading . Where a connector joint is fully loaded to the maximum allowable load for ...
... apply for lumber so treated and not dried after treatment , the requirements of the second paragraph of this subsection shall apply . ( c ) Condition of Loading . Where a connector joint is fully loaded to the maximum allowable load for ...
Page 333
... apply provisions for perpendicular - to- grain loading . 6. Sloping surface with a from 45 degrees to 90 degrees , loaded in any direction - apply provisions for perpendicular - to - grain loading . 7. Sloping surface with a less than ...
... apply provisions for perpendicular - to- grain loading . 6. Sloping surface with a from 45 degrees to 90 degrees , loaded in any direction - apply provisions for perpendicular - to - grain loading . 7. Sloping surface with a less than ...
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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