Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 127
... frame . In this system the required lateral 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 ...
... frame . In this system the required lateral 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 ...
Page 133
... frame . F. Necessary ductility for a ductile moment - resisting space frame shall be provided by a frame of structural steel with moment - resisting connec- tions ( complying with Section 2722 for buildings in Seismic Zones No. 3 and No ...
... frame . F. Necessary ductility for a ductile moment - resisting space frame shall be provided by a frame of structural steel with moment - resisting connec- tions ( complying with Section 2722 for buildings in Seismic Zones No. 3 and No ...
Page 444
... frame members . For unbraced multistory frames , the frame instability effect shall be included directly in the calculations for maximum strength . Plastically designed members of braced multistory steel frames shall not be part of the ...
... frame members . For unbraced multistory frames , the frame instability effect shall be included directly in the calculations for maximum strength . Plastically designed members of braced multistory steel frames shall not be part of the ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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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