Uniform Building Code Standards |
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Page 228
... joint specimen , a single radius scarf may be used with the lamination extending approximately 5 feet on each side of the joint . Prior to performing the radius repair scarf cuts , test blocks are temporarily fixed to the beam face ( s ) ...
... joint specimen , a single radius scarf may be used with the lamination extending approximately 5 feet on each side of the joint . Prior to performing the radius repair scarf cuts , test blocks are temporarily fixed to the beam face ( s ) ...
Page 233
... joints . ( k ) Knots in End Joints . Knots or knotholes in plane scarf joints shall be limited to those permitted for the lumber grade but in no case shall they exceed one - fourth the nominal width of the piece in the laminations that ...
... joints . ( k ) Knots in End Joints . Knots or knotholes in plane scarf joints shall be limited to those permitted for the lumber grade but in no case shall they exceed one - fourth the nominal width of the piece in the laminations that ...
Page 400
... scarf joints , or butt joints with glued splice plates . Flange laminations of beams having glue lines parallel to the web may be glued at the same time as webs or preassembled . In either case , the laminating shall conform to the ...
... scarf joints , or butt joints with glued splice plates . Flange laminations of beams having glue lines parallel to the web may be glued at the same time as webs or preassembled . In either case , the laminating shall conform to the ...
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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