Uniform Building Code Standards |
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Page 76
... Ratio - Select Structural ( Sel Str ) 55 % Bending Strength Ratio- 45 % Bending Strength Ratio- 26 % Bending Strength Ratio- LIGHT FRAMING 1 2 3 34 % Bending Strength Ratio - Construction ( Const ) 19 % Bending Strength Ratio - Standard ...
... Ratio - Select Structural ( Sel Str ) 55 % Bending Strength Ratio- 45 % Bending Strength Ratio- 26 % Bending Strength Ratio- LIGHT FRAMING 1 2 3 34 % Bending Strength Ratio - Construction ( Const ) 19 % Bending Strength Ratio - Standard ...
Page 653
... ratio for each component shall not exceed the l / r ratio of the whole member . Chord and web members in tension , composed of two components , shall have fillers , ties or welds spaced so that the I / r ratio of each component shall ...
... ratio for each component shall not exceed the l / r ratio of the whole member . Chord and web members in tension , composed of two components , shall have fillers , ties or welds spaced so that the I / r ratio of each component shall ...
Page 732
... ratio . b = effective design width , inches . f = actual unit stress in the compression element computed on the basis of the effective design width , ksi . t = thickness of element , inches . 3. Multiple - stiffened elements and wide ...
... ratio . b = effective design width , inches . f = actual unit stress in the compression element computed on the basis of the effective design width , ksi . t = thickness of element , inches . 3. Multiple - stiffened elements and wide ...
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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