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Page 139
... Connections and panel joints shall allow for a relative movement be- tween stories of not less than two times story drift caused by wind or ( 3.0 / K ) times story drift caused by required seismic forces ; or 4 inch , whichever is ...
... Connections and panel joints shall allow for a relative movement be- tween stories of not less than two times story drift caused by wind or ( 3.0 / K ) times story drift caused by required seismic forces ; or 4 inch , whichever is ...
Page 432
... Connections = Sec . 2712. ( a ) Minimum Connections . Connections shall be designed for all tributary forces and shall be capable of supporting not less than six kips . EXCEPTION : Lacing , sag bars and girts may be designed only for ...
... Connections = Sec . 2712. ( a ) Minimum Connections . Connections shall be designed for all tributary forces and shall be capable of supporting not less than six kips . EXCEPTION : Lacing , sag bars and girts may be designed only for ...
Page 434
... Connections of Tension and Compression Members in Trusses . The connections at ends of tension or compression members in trusses shall develop the force due to the design load , but not less than 50 percent of the effective strength of ...
... Connections of Tension and Compression Members in Trusses . The connections at ends of tension or compression members in trusses shall develop the force due to the design load , but not less than 50 percent of the effective strength of ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength