Uniform Building Code Standards |
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Page 764
... frame action . For a frame to qualify as a ductile moment - resistant frame , it must have a ductility ratio ( maximum stable displacement divided by displacement at initiation of inelastic action ) 764 27-11 U.B.C. STANDARDS 1108.
... frame action . For a frame to qualify as a ductile moment - resistant frame , it must have a ductility ratio ( maximum stable displacement divided by displacement at initiation of inelastic action ) 764 27-11 U.B.C. STANDARDS 1108.
Page 765
... frame action with the qualifications specified above . The bracing system acting independently of the frame shall be designed to resist the total required lateral forces . The ductile moment - resistant frame shall have the capacity to ...
... frame action with the qualifications specified above . The bracing system acting independently of the frame shall be designed to resist the total required lateral forces . The ductile moment - resistant frame shall have the capacity to ...
Page 1221
... frame . The test frame shall be designed to minimize movement and deflection of its members during testing . For this purpose , the structural framing and bracing members shall be steel angles ( L5 x 3 x 4 or channels ( C4 x 7.25 ) , or ...
... frame . The test frame shall be designed to minimize movement and deflection of its members during testing . For this purpose , the structural framing and bracing members shall be steel angles ( L5 x 3 x 4 or channels ( C4 x 7.25 ) , or ...
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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