California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 60
... effective stiffness at the design displacement when tested at a frequency equal to the inverse of the effective period of the isolated structure and when tested at any frequency in the range of 0.1 to 2.0 times the inverse of the effective ...
... effective stiffness at the design displacement when tested at a frequency equal to the inverse of the effective period of the isolated structure and when tested at any frequency in the range of 0.1 to 2.0 times the inverse of the effective ...
Page 97
... effective flange width as defined in Section 1908B.10 , or a width equal to one tenth the span , whichever is smaller . If the effective flange width exceeds one tenth the span , some longitudi- nal reinforcement shall be provided in ...
... effective flange width as defined in Section 1908B.10 , or a width equal to one tenth the span , whichever is smaller . If the effective flange width exceeds one tenth the span , some longitudi- nal reinforcement shall be provided in ...
Page 173
... Effective thickness . 2106B.2.3.1 Single - wythe walls . The effective thickness of single - wythe walls of either solid or hollow units is the specified thickness of the wall . 2106B.2.3.2 Multiwythe walls . The effective thickness of ...
... Effective thickness . 2106B.2.3.1 Single - wythe walls . The effective thickness of single - wythe walls of either solid or hollow units is the specified thickness of the wall . 2106B.2.3.2 Multiwythe walls . The effective thickness of ...
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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/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