Uniform Building Code Standards |
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Page 228
... removed . The surface remaining after removal of the lamination shall meet the smoothness requirements of U.B.C. Standard No. 25-10 or face - joint bonding . The plane scarf used on the remaining portion of the lamination shall be cut ...
... removed . The surface remaining after removal of the lamination shall meet the smoothness requirements of U.B.C. Standard No. 25-10 or face - joint bonding . The plane scarf used on the remaining portion of the lamination shall be cut ...
Page 586
... Removal from Molds . Specimens shall be removed from the molds not less than 20 nor more than 48 hours after casting . ( c ) Curing Environment . Unless otherwise specified all specimens shall be moist cured at 73.43 ° F . from the time ...
... Removal from Molds . Specimens shall be removed from the molds not less than 20 nor more than 48 hours after casting . ( c ) Curing Environment . Unless otherwise specified all specimens shall be moist cured at 73.43 ° F . from the time ...
Page 590
... removed from the molds at the time of removal of form work . Follow the provisions of Subsection ( f ) below , where applicable , for removal of specimens from molds . ( e ) Curing Beams for Checking the Adequacy of Laboratory Mixture ...
... removed from the molds at the time of removal of form work . Follow the provisions of Subsection ( f ) below , where applicable , for removal of specimens from molds . ( e ) Curing Beams for Checking the Adequacy of Laboratory Mixture ...
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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