Uniform Building Code |
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Page 132
... 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 primarily to axial ...
... 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 primarily to axial ...
Page 146
... resisting portions of the space frame shall resist the total required lateral forces c . The ductile moment resisting space frame shall have the capacity to resist not less than 25 percent of the required lateral force 4. Buildings with ...
... resisting portions of the space frame shall resist the total required lateral forces c . The ductile moment resisting space frame shall have the capacity to resist not less than 25 percent of the required lateral force 4. Buildings with ...
Page 210
... resist horizontal forces not exceeding those set forth in Table No. 25 - J for horizontal diaphragms , and Table No. 25 - K for vertical diaphragms , or may be calculated by principles of mechanics without limitation by using values of ...
... resist horizontal forces not exceeding those set forth in Table No. 25 - J for horizontal diaphragms , and Table No. 25 - K for vertical diaphragms , or may be calculated by principles of mechanics without limitation by using values of ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength