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Division IIIR Earthquake Evaluation and Design
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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 diameter diaphragm displacement ductile earthquake edge effects elasticity elements enforcement agency exceed face factor flange flexural members foot Formula frame grade grain greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus modulus of elasticity nails nominal Nonbuilding structures OSHPD panel parallel percent perpendicular pounds per square prestressed 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 steel studs Table tendons tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength