California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 29
... percent of that in the story above or less than 80 percent of the average stiffness of the three stories above . 1. Stiffness irregularity - soft story TABLE 16B - M REFERENCE SECTION 1627B.8.3 , Item 2 2. Weight ( mass ) irregularity ...
... percent of that in the story above or less than 80 percent of the average stiffness of the three stories above . 1. Stiffness irregularity - soft story TABLE 16B - M REFERENCE SECTION 1627B.8.3 , Item 2 2. Weight ( mass ) irregularity ...
Page 57
... percent of kmax D / Rw1 , or less than the limits specified by Section 1654B.4.3 . EXCEPTION : The design lateral shear force on the structure above the isolation system , if regular in configuration , may be taken as less than 80 percent ...
... percent of kmax D / Rw1 , or less than the limits specified by Section 1654B.4.3 . EXCEPTION : The design lateral shear force on the structure above the isolation system , if regular in configuration , may be taken as less than 80 percent ...
Page 129
... percent of total prestress . 1918B.19 Posttensioning Anchorages and Couplers . 1918B.19.1 Anchorages and couplers for bonded and unbonded prestressed tendons shall develop at least 95 percent of the speci- fied breaking strength of the ...
... percent of total prestress . 1918B.19 Posttensioning Anchorages and Couplers . 1918B.19.1 Anchorages and couplers for bonded and unbonded prestressed tendons shall develop at least 95 percent of the speci- fied breaking strength of the ...
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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