Uniform Building Code Standards |
From inside the book
Results 1-3 of 35
Page 388
... splices . A. Scarf - jointed splice in compression . The allow- able stress in the skin at the splice shall not exceed the values specified in Sec- tion 25.1804 ( a ) 1. The slope of the scarf shall not be steeper than one in five . B ...
... splices . A. Scarf - jointed splice in compression . The allow- able stress in the skin at the splice shall not exceed the values specified in Sec- tion 25.1804 ( a ) 1. The slope of the scarf shall not be steeper than one in five . B ...
Page 654
... splices . Shop splices may occur at any point in the chord or web members . Splices shall be designed for the member force but not less than 50 percent of the allowable member strength . Members containing a butt weld splice shall ...
... splices . Shop splices may occur at any point in the chord or web members . Splices shall be designed for the member force but not less than 50 percent of the allowable member strength . Members containing a butt weld splice shall ...
Page 988
... Splices . All splices and connections shall be mechanically secured . A splice shall be provided with insulation equivalent to that of the wires involved if permanence of electrical spacing between the splice and uninsulated metal parts ...
... Splices . All splices and connections shall be mechanically secured . A splice shall be provided with insulation equivalent to that of the wires involved if permanence of electrical spacing between the splice and uninsulated metal parts ...
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