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Page 135
... Connections to permit movement in the plane of the panel for story drift shall be properly de- signed sliding connections using slotted or oversized holes or may be con- nections which permit movement by bending of steel or other ...
... Connections to permit movement in the plane of the panel for story drift shall be properly de- signed sliding connections using slotted or oversized holes or may be con- nections which permit movement by bending of steel or other ...
Page 433
... 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 may be neglected in statically loaded members and shall be considered in members subject to fatigue loading . ( d ) Unrestrained Members . Beam , girder or truss connections may be proportioned for the reaction shears only ...
... connections may be neglected in statically loaded members and shall be considered in members subject to fatigue loading . ( d ) Unrestrained Members . Beam , girder or truss connections may be proportioned for the reaction shears only ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength