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Page 191
... Connections and Fastenings C Sec . 2510. ( a ) Timber Connectors . Timber connectors may be used to trans- mit ... Connections of wood structural members involving the use of drift bolts or drift pins shall be designed in accordance with ...
... Connections and Fastenings C Sec . 2510. ( a ) Timber Connectors . Timber connectors may be used to trans- mit ... Connections of wood structural members involving the use of drift bolts or drift pins shall be designed in accordance with ...
Page 487
... 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 490
... connections shall not be consid- ered as sharing the stress in combination with welds . Welds , if used , shall be provided to carry the entire stress in the connection . High - strength bolts installed in accordance with the provisions ...
... connections shall not be consid- ered as sharing the stress in combination with welds . Welds , if used , shall be provided to carry the entire stress in the connection . High - strength bolts installed in accordance with the provisions ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength