Uniform Building Code Standards |
From inside the book
Results 1-3 of 79
Page 168
... Section 25.910 ( e ) 2 , Mechani- cal Properties . 2. Resampling . Failure to meet established control values shall ... accordance with Section 25.916 ( a ) . If the average ultimate stress of the three test specimens of any one panel is ...
... Section 25.910 ( e ) 2 , Mechani- cal Properties . 2. Resampling . Failure to meet established control values shall ... accordance with Section 25.916 ( a ) . If the average ultimate stress of the three test specimens of any one panel is ...
Page 420
... Section 25.1919 shall be in accordance with the manufacturer's instructions . 1. Liquid adhesives : A. Minimum open ... accordance with Sections 25.1919 and 25. 1920 on the sides to a uniform width of 5 inches at the completion of the ...
... Section 25.1919 shall be in accordance with the manufacturer's instructions . 1. Liquid adhesives : A. Minimum open ... accordance with Sections 25.1919 and 25. 1920 on the sides to a uniform width of 5 inches at the completion of the ...
Page 509
... accordance with Section 25.2504 ( c ) 3 . 4. Straightness . Trimmed edges of panels 24 inches wide or wider shall not deviate more than 1/64 inch per each 2 feet of panel length or width . Straightness shall be determined in accordance ...
... accordance with Section 25.2504 ( c ) 3 . 4. Straightness . Trimmed edges of panels 24 inches wide or wider shall not deviate more than 1/64 inch per each 2 feet of panel length or width . Straightness shall be determined in accordance ...
Other editions - View all
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