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Page 127
... LATERAL FORCE - RESISTING SYSTEM is that part of the structural system assigned to resist the lateral forces prescribed in Section 2312 ( d ) 1 . MOMENT - RESISTING SPACE FRAME is a vertical load - carrying space frame in which the ...
... LATERAL FORCE - RESISTING SYSTEM is that part of the structural system assigned to resist the lateral forces prescribed in Section 2312 ( d ) 1 . MOMENT - RESISTING SPACE FRAME is a vertical load - carrying space frame in which the ...
Page 314
... lateral ties at least No. 3 in diameter for longitudinal bars smaller than No. 11 bars and at least No. 4 in diameter ties shall be provided for No. 11 or larger bars or bun- dled longitudinal bars . In Seismic Zone No. 0 or 1 , lateral ...
... lateral ties at least No. 3 in diameter for longitudinal bars smaller than No. 11 bars and at least No. 4 in diameter ties shall be provided for No. 11 or larger bars or bun- dled longitudinal bars . In Seismic Zone No. 0 or 1 , lateral ...
Page 478
... LATERAL PRESSURE LATERAL BEARING ALLOW . LBS / SQ . ABLE LATERAL SLIDING ' FT./FT . OF FOUNDA DEPTH RESIS- TION PRESSURE BELOW TANCE NATURAL COEFFI LBS / SQ . CLASS OF MATERIALS ' LBS . SQ . FT . ' GRADE ' CIENT ' FT . 1. Massive ...
... LATERAL PRESSURE LATERAL BEARING ALLOW . LBS / SQ . ABLE LATERAL SLIDING ' FT./FT . OF FOUNDA DEPTH RESIS- TION PRESSURE BELOW TANCE NATURAL COEFFI LBS / SQ . CLASS OF MATERIALS ' LBS . SQ . FT . ' GRADE ' CIENT ' FT . 1. Massive ...
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