Uniform Building Code Standards |
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Page 202
... laminations . Individual laminations shall not exceed 2 inches in net thick- ness . They may be composed of pieces end joined to form any length of pieces placed , or glued edge to edge to make wider ones , or of pieces bent to curved ...
... laminations . Individual laminations shall not exceed 2 inches in net thick- ness . They may be composed of pieces end joined to form any length of pieces placed , or glued edge to edge to make wider ones , or of pieces bent to curved ...
Page 232
... laminations containing three or more pieces . Where members composed of multiple - piece laminations ( not edge glued ) are to be used under exterior exposure conditions , exposed edge joints in face laminations may be filled with an ...
... laminations containing three or more pieces . Where members composed of multiple - piece laminations ( not edge glued ) are to be used under exterior exposure conditions , exposed edge joints in face laminations may be filled with an ...
Page 283
... laminations ; when two or more LID or SSS hem - fir laminations are of the first tabulated lamination . The compression - perpendicular - to - grain - design value may be increased to 385 psi for medium grain and 450 psi for dense ...
... laminations ; when two or more LID or SSS hem - fir laminations are of the first tabulated lamination . The compression - perpendicular - to - grain - design value may be increased to 385 psi for medium grain and 450 psi for dense ...
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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