Building Standards: Uniform Building Code1985 - Building laws |
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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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Common terms and phrases
accordance adhesive allowable apply average bending bolt bonding characteristics checks combinations compression conform connector containing continuous covers cross section depth determined diameter dimension direction distance Douglas fir edge end joints equal equivalent exceed failure feet firm fourth grade Group half heart heavy holes inch Inner knots laminations lams least length less light limited load lumber machine manufactured marked masonry material maximum measured medium methods moisture content nominal outer panel parallel percent permitted piece pine pitch plate plywood pockets pounds procedures production provisions requirements rings sample seasoning Select shake shear shown side sizes slope of grain southern pine spaced species specified splits square streaks strength stress Structural surface Table tension test specimens thickness third Type U.B.C. Standard Uniform Building Code units values veneer visually wane weight western wide face width wood Zone