Uniform Building Code Standards |
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Page 120
... Medium Heavy Very Light 8 Light Medium Heavy Very Light 10 Light Medium 1 % 1 Heavy 1 % 14 % 1 % Very Light 1/2 12 Light 1 Medium 1 % 1 % 1 Heavy 2 **** ** ******** **** **** *** ********* *** **** 1 % 1 % 1 % 1 % 1 Very Light 5 / % 14 ...
... Medium Heavy Very Light 8 Light Medium Heavy Very Light 10 Light Medium 1 % 1 Heavy 1 % 14 % 1 % Very Light 1/2 12 Light 1 Medium 1 % 1 % 1 Heavy 2 **** ** ******** **** **** *** ********* *** **** 1 % 1 % 1 % 1 % 1 Very Light 5 / % 14 ...
Page 147
... 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 8 - 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 8 - inch scant for one half the length or 16 - inch scant full length ; medium ...
Page 151
... 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 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone