Uniform Building Code Standards |
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Page 696
... stiffeners , or each stiffener shall be fitted accurately to the flat portion of the flange to provide direct load bearing into the end of the stiffener . Means for shear transfer between the stiffener and the web shall be provided ...
... stiffeners , or each stiffener shall be fitted accurately to the flat portion of the flange to provide direct load bearing into the end of the stiffener . Means for shear transfer between the stiffener and the web shall be provided ...
Page 732
... stiffeners ( edge stiffener or intermediate stiffeners ) shall be considered reduced to an effective area as follows : For w / t between 60 and 90 : Aef = α Ast WHERE : α = ( 3-2b / w ) - 1 30 W [ + ] ( 7 ) ( 2 ) ( 27-10-4 ) ( 27-10-5 ) ...
... stiffeners ( edge stiffener or intermediate stiffeners ) shall be considered reduced to an effective area as follows : For w / t between 60 and 90 : Aef = α Ast WHERE : α = ( 3-2b / w ) - 1 30 W [ + ] ( 7 ) ( 2 ) ( 27-10-4 ) ( 27-10-5 ) ...
Page 774
... stiffener is composed of a pair of members , one on each side of the web , the stiffener spacing s shall be the clear distance between the pairs of stiffeners . When a stiffener is composed of a member on one side only of the web the ...
... stiffener is composed of a pair of members , one on each side of the web , the stiffener spacing s shall be the clear distance between the pairs of stiffeners . When a stiffener is composed of a member on one side only of the web the ...
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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