Uniform Building Code Standards |
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Page 152
... equal to one half the thickness of the piece ; heavy torn grain ; slope of grain — 1 in 12 ; pitch streaks ; occasional skips 16 inch deep , 2 feet in length ; medium pitch pockets ; wane - one eighth of any face ; shake - one third the ...
... equal to one half the thickness of the piece ; heavy torn grain ; slope of grain — 1 in 12 ; pitch streaks ; occasional skips 16 inch deep , 2 feet in length ; medium pitch pockets ; wane - one eighth of any face ; shake - one third the ...
Page 224
... equal or exceed the following : Tension Lamination Grade Grade Substituted For Test Value Fifth Percentile 4000 psi 3670 psi 3340 psi 30 2-24 302-22 302-20 The modulus of elasticity of LVL as calculated in Section 25. 1007 ( k ) 7 B ( i ) ...
... equal or exceed the following : Tension Lamination Grade Grade Substituted For Test Value Fifth Percentile 4000 psi 3670 psi 3340 psi 30 2-24 302-22 302-20 The modulus of elasticity of LVL as calculated in Section 25. 1007 ( k ) 7 B ( i ) ...
Page 336
... equal thickness , the allowable load shall vary as the number of shear planes involved ; the allowable load for each shear plane shall be equal to one half the tabulated load for a piece the thickness of the member involved . Thus ...
... equal thickness , the allowable load shall vary as the number of shear planes involved ; the allowable load for each shear plane shall be equal to one half the tabulated load for a piece the thickness of the member involved . Thus ...
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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