California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 1
... BUILDING CODE 1601B 1603B.6 SECTION 1601B - SCOPE C This chapter is ... building , such as walls , floors , roofs and fixed service equipment . LIVE LOAD is the ... structure where impact loads occur . 1603B.2 Standards . The standards ...
... BUILDING CODE 1601B 1603B.6 SECTION 1601B - SCOPE C This chapter is ... building , such as walls , floors , roofs and fixed service equipment . LIVE LOAD is the ... structure where impact loads occur . 1603B.2 Standards . The standards ...
Page 6
... BUILDING CODE CA SECTION 1613B - GENERAL Every building or structure and every portion thereof shall be de- signed and constructed to resist the wind effects determined in accordance with the requirements of this section . Wind shall be ...
... BUILDING CODE CA SECTION 1613B - GENERAL Every building or structure and every portion thereof shall be de- signed and constructed to resist the wind effects determined in accordance with the requirements of this section . Wind shall be ...
Page 55
... building or structure to an active fault , and fault magni- tude , as set forth in Table A - 16B - D . Rwl Si = numerical coefficient related to the type of lateral force - resisting system above the isolation system as set forth in ...
... building or structure to an active fault , and fault magni- tude , as set forth in Table A - 16B - D . Rwl Si = numerical coefficient related to the type of lateral force - resisting system above the isolation system as set forth in ...
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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/mm² 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