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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
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