Uniform Building Code Standards |
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Page 245
... combinations of Table No. 25-11 - A and in combination 17 , Table No. 25-11 - B . For this standard , hem - fir is considered to be dense when the specific gravity is 0.39 or above based on oven - dried weight and volume at 12 percent ...
... combinations of Table No. 25-11 - A and in combination 17 , Table No. 25-11 - B . For this standard , hem - fir is considered to be dense when the specific gravity is 0.39 or above based on oven - dried weight and volume at 12 percent ...
Page 283
... combinations included under the heading , “ The Following Combinations are Intended for Straight or Slightly Cambered Members for Dry Use and Industrial Appearance , " wane not exceeding 1/6 the width on each edge of the wide face of a ...
... combinations included under the heading , “ The Following Combinations are Intended for Straight or Slightly Cambered Members for Dry Use and Industrial Appearance , " wane not exceeding 1/6 the width on each edge of the wide face of a ...
Page 284
... combinations and southern pine combinations having a modulus of elasticity ( E ) value 200,000 psi higher than the specified E value must be used in the bearing area , provided the next inner lamination is at least 1.8E modulus of ...
... combinations and southern pine combinations having a modulus of elasticity ( E ) value 200,000 psi higher than the specified E value must be used in the bearing area , provided the next inner lamination is at least 1.8E modulus of ...
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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