Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 127
... forces are resisted by shear walls or braced frames as hereinafter defined . BRACED FRAME is a truss system or its equivalent which is provided to resist lateral forces in the frame system and in which the members are subjected ...
... forces are resisted by shear walls or braced frames as hereinafter defined . BRACED FRAME is a truss system or its equivalent which is provided to resist lateral forces in the frame system and in which the members are subjected ...
Page 132
... forces shall be multiplied by ( 1.0 / K ) to obtain the drift . The ratio ( 1.0 / K ) shall be not less than 1.0 . All portions of structures shall be designed and constructed to act as an integral unit in resisting horizontal forces ...
... forces shall be multiplied by ( 1.0 / K ) to obtain the drift . The ratio ( 1.0 / K ) shall be not less than 1.0 . All portions of structures shall be designed and constructed to act as an integral unit in resisting horizontal forces ...
Page 134
... forces . D. Diaphragms . Floor and roof diaphragms and collectors shall be designed to resist the forces determined in accordance with the following formula : Fpx = F n x WI ( 12-9 ) WHERE : x F = the lateral force applied to level l ...
... forces . D. Diaphragms . Floor and roof diaphragms and collectors shall be designed to resist the forces determined in accordance with the following formula : Fpx = F n x WI ( 12-9 ) WHERE : x F = the lateral force applied to level l ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength