Uniform Building Code Standards |
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Page 74
... face on which it is measured ( see Figure No. 25-1-1 ) . A corner knot in a joist containing the pith is measured either by its width on the narrow face between lines parallel to the edge , or by its smallest diameter on the wide face ...
... face on which it is measured ( see Figure No. 25-1-1 ) . A corner knot in a joist containing the pith is measured either by its width on the narrow face between lines parallel to the edge , or by its smallest diameter on the wide face ...
Page 131
... FACES 2 " 22 " 3 " 31⁄4 " 32 " 334 " Knots at the edge of the wide face may increase proportionately toward the center line of the wide face to the size permitted there . 2. No. 1. Characteristics and limiting provisions are : Stained ...
... FACES 2 " 22 " 3 " 31⁄4 " 32 " 334 " Knots at the edge of the wide face may increase proportionately toward the center line of the wide face to the size permitted there . 2. No. 1. Characteristics and limiting provisions are : Stained ...
Page 151
... face ; shake - one sixth the thickness . Knots - Sound , tight and well - spaced , are limited as follows : NARROW FACE ( THICKNESS ) NARROW FACE KNOTS AND KNOTS AT THE EDGE OF WIDE FACES 5 " 6 " 8 " 10 " 12 " 14 " and thicker WIDE FACE ...
... face ; shake - one sixth the thickness . Knots - Sound , tight and well - spaced , are limited as follows : NARROW FACE ( THICKNESS ) NARROW FACE KNOTS AND KNOTS AT THE EDGE OF WIDE FACES 5 " 6 " 8 " 10 " 12 " 14 " and thicker WIDE FACE ...
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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