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Page 139
Connections and panel joints shall allow for a relative movement between 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 1 / 4 inch , whichever is greater .
Connections and panel joints shall allow for a relative movement between 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 1 / 4 inch , whichever is greater .
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
tributary ...
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
tributary ...
Page 434
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 the member . ( h ) Compression Members with Bearing Joints
.
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 the member . ( h ) Compression Members with Bearing Joints
.
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Contents
Effective Use of the Uniform Building Code 2021 | 20 |
Permits and Inspections | 29 |
Definitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved assembly bars beam bearing bending bolts Building Official ceiling cement Chapter Code column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces frame gauge grade Grain greater Group gypsum height horizontal hour inches installed joints lateral lath least length less limited load located lumber masonry materials maximum metal nails Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side slab solid spaced span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood Zone