Uniform Building Code |
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Page 132
... frame . In this system the required lateral forces are resisted by shear walls or braced frames as hereinafter ... SPACE FRAME is a moment resisting space frame complying with the requirements for a ductile mo- ment resisting space frame ...
... frame . In this system the required lateral forces are resisted by shear walls or braced frames as hereinafter ... SPACE FRAME is a moment resisting space frame complying with the requirements for a ductile mo- ment resisting space frame ...
Page 138
... space frames and ductile moment resisting space frames may be enclosed by or adjoined by more rigid elements which would tend to prevent the space frame from resisting lateral forces where it can be shown that the action or failure of ...
... space frames and ductile moment resisting space frames may be enclosed by or adjoined by more rigid elements which would tend to prevent the space frame from resisting lateral forces where it can be shown that the action or failure of ...
Page 146
... space frame and shear walls or braced frames using the following design criteria : a . The frames and shear walls ... space frame shall resist the total required lateral forces c . The ductile moment resisting space frame shall have the ...
... space frame and shear walls or braced frames using the following design criteria : a . The frames and shear walls ... space frame shall resist the total required lateral forces c . The ductile moment resisting space frame shall have the ...
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