Building Standards: Uniform Building Code1985 - Building laws |
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Page 76
... Bending Strength Ratio- 45 % Bending Strength Ratio- 26 % Bending Strength Ratio- LIGHT FRAMING 123 34 % Bending Strength Ratio - Construction ( Const ) 19 % Bending Strength Ratio - Standard ( Stand ) 9 % Bending Strength Ratio ...
... Bending Strength Ratio- 45 % Bending Strength Ratio- 26 % Bending Strength Ratio- LIGHT FRAMING 123 34 % Bending Strength Ratio - Construction ( Const ) 19 % Bending Strength Ratio - Standard ( Stand ) 9 % Bending Strength Ratio ...
Page 750
... bending unit stress in compression that is permitted by this specification where bending stress only exists ( Sections 27.1007 , 27.1008 and 27.1009 ) , ksi . = maximum bending stress in compression permitted where bending stress only ...
... bending unit stress in compression that is permitted by this specification where bending stress only exists ( Sections 27.1007 , 27.1008 and 27.1009 ) , ksi . = maximum bending stress in compression permitted where bending stress only ...
Page 772
... Bending . A member subjected to axial compression and carrying a bending moment due to lateral or eccentric loads shall be proportioned in accordance with the following formulas : 1. Bending moment at center equal to or greater than 0.9 ...
... Bending . A member subjected to axial compression and carrying a bending moment due to lateral or eccentric loads shall be proportioned in accordance with the following formulas : 1. Bending moment at center equal to or greater than 0.9 ...
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Common terms and phrases
½ inch adhesive allowable load apply average bending members Black knots bolt BUILDING CODE STANDARD Characteristics and limiting combinations compression members compressive strength concrete masonry units connector cross section design value diameter dimension Douglas fir E-rated eastern white pine edge end joints equivalent smaller exceed FACE WIDTH feet glued grading rules half the thickness holes inch wide Inner knots lams less limiting provisions localized cross grain lumber manufactured material maximum measured medium grain minimum modulus of elasticity moisture content mortar nominal occasional piece outer tension panel parallel percent permitted perpendicular pitch streaks pith plywood pounds per square procedures RED KNOTS requirements sample sapwood scarf joints seasoning checks shake shear slope of grain southern pine spaced species specified splits square inch stress surface Table tension laminations test specimens timber torn grain U.B.C. Standard Uniform Building Code veneer visually graded wane wide face wood failure