California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page iii
... Uniform Building Code TM with California amendments . A city , county , or city and county may establish more restrictive building standards reasonably necessary because of local clima- tic , geological or topographical conditions ...
... Uniform Building Code TM with California amendments . A city , county , or city and county may establish more restrictive building standards reasonably necessary because of local clima- tic , geological or topographical conditions ...
Page 1
California. CACACA Chapters 16B through 23B are based on the 1994 Uniform Building Code . Chapter 16B [ For OSHPD 1 & 4 ] STRUCTURAL FORCES Division I - GENERAL DESIGN REQUIREMENTS ' Lateral earth pressure shall be included in the design ...
California. CACACA Chapters 16B through 23B are based on the 1994 Uniform Building Code . Chapter 16B [ For OSHPD 1 & 4 ] STRUCTURAL FORCES Division I - GENERAL DESIGN REQUIREMENTS ' Lateral earth pressure shall be included in the design ...
Page 77
... Uniform Building Code differs substantively from the ACI standard . State of California revisions are shown in italics and under- lined . - - SCOPE SECTION 1901B - The design of structures in concrete of cast - in - place or precast ...
... Uniform Building Code differs substantively from the ACI standard . State of California revisions are shown in italics and under- lined . - - SCOPE SECTION 1901B - The design of structures in concrete of cast - in - place or precast ...
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Common terms and phrases
1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm˛ nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength