Uniform Building Code Standards |
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Page 100
... Medium Heavy Very Light 8 Light Medium Heavy Very Light 10 Light Medium 1 % Heavy 1 % Very Light 12 Light Medium 112 ******** ****** i 1 Heavy 1 % 1 % 1 1 % 1 % **** * . afe au af at ** **** 1/2 3 % % 14 % 1 % 1 1/2 Very Light 14 Light ...
... Medium Heavy Very Light 8 Light Medium Heavy Very Light 10 Light Medium 1 % Heavy 1 % Very Light 12 Light Medium 112 ******** ****** i 1 Heavy 1 % 1 % 1 1 % 1 % **** * . afe au af at ** **** 1/2 3 % % 14 % 1 % 1 1/2 Very Light 14 Light ...
Page 129
... Medium- to heavy - stained wood over the entire face ; medium seasoning checks ; medium torn grain ; medium skip on face , hit and miss on back ; one edge may be % -inch scant for one half the length or 16 - inch scant full length ; medium ...
... Medium- to heavy - stained wood over the entire face ; medium seasoning checks ; medium torn grain ; medium skip on face , hit and miss on back ; one edge may be % -inch scant for one half the length or 16 - inch scant full length ; medium ...
Page 133
... Medium - stained wood over entire face on pieces of otherwise high quality ; two medium seasoning checks or equivalent smaller in a 1 - inch by 8 - inch by 12 - foot piece ; slight torn or raised grain ; medium skip on back limited to ...
... Medium - stained wood over entire face on pieces of otherwise high quality ; two medium seasoning checks or equivalent smaller in a 1 - inch by 8 - inch by 12 - foot piece ; slight torn or raised grain ; medium skip on back limited to ...
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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