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Page 127
... resisting space frame as given in Section 2312 ( j ) . ESSENTIAL FACILITIES - See Section 2312 ( k ) . LATERAL FORCE - RESISTING SYSTEM is that part of the structural system assigned to resist the lateral forces prescribed in Section ...
... resisting space frame as given in Section 2312 ( j ) . ESSENTIAL FACILITIES - See Section 2312 ( k ) . LATERAL FORCE - RESISTING SYSTEM is that part of the structural system assigned to resist the lateral forces prescribed in Section ...
Page 142
... 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 VALUE ' OF ALUE ...
... 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 VALUE ' OF ALUE ...
Page 364
... resist 85 percent of the column strip moment if ( a , 12 / 1 , ) is equal to or greater than 1.0 . For values of ( α12 / l , ) between 1.0 and zero , the proportion of moment to be resisted by the beam shall be obtained by linear ...
... resist 85 percent of the column strip moment if ( a , 12 / 1 , ) is equal to or greater than 1.0 . For values of ( α12 / l , ) between 1.0 and zero , the proportion of moment to be resisted by the beam shall be obtained by linear ...
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