Uniform Building Code Standards |
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Page 544
... reinforcing bars into a molten bath of zinc . General Requirements Sec . 26.410 . The concrete reinforcement steel shall conform to Part I of this standard . The zinc used for coating shall be a grade of zinc metal ( slab zinc ) that ...
... reinforcing bars into a molten bath of zinc . General Requirements Sec . 26.410 . The concrete reinforcement steel shall conform to Part I of this standard . The zinc used for coating shall be a grade of zinc metal ( slab zinc ) that ...
Page 592
... reinforcement is embedded in the tensile portion of the specimen . Cores for determining compressive strength that contain embedded reinforcement can yield either higher or lower values than cores without embedded steel and should be ...
... reinforcement is embedded in the tensile portion of the specimen . Cores for determining compressive strength that contain embedded reinforcement can yield either higher or lower values than cores without embedded steel and should be ...
Page 1189
... Reinforcement . Interior angles and flat joints shall be reinforced prior to application of the veneer plaster over the base . ( d ) Interior Angles . Reinforcement shall be positioned and secured with staples ( on 12- inch centers ...
... Reinforcement . Interior angles and flat joints shall be reinforced prior to application of the veneer plaster over the base . ( d ) Interior Angles . Reinforcement shall be positioned and secured with staples ( on 12- inch centers ...
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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