California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 13
... Calculated drift shall include deflections due to translation and torsional effects . 1628B.8.2 Calculated . Calculated story drift shall not exceed 0.04 / Rw or 0.005 times the story height for structures having a fun- damental period ...
... Calculated drift shall include deflections due to translation and torsional effects . 1628B.8.2 Calculated . Calculated story drift shall not exceed 0.04 / Rw or 0.005 times the story height for structures having a fun- damental period ...
Page 82
... calculated stan- dard deviation and the modification factor of Table 19B - A - 5 . The A compressive test records used for this calculation must meet the requirements of Section 1905B.3.1.1 , Items 1 and 2 , and represent only a single ...
... calculated stan- dard deviation and the modification factor of Table 19B - A - 5 . The A compressive test records used for this calculation must meet the requirements of Section 1905B.3.1.1 , Items 1 and 2 , and represent only a single ...
Page 95
... calculated by conventional elastic frame anal- ysis . value of larger factored end moment on compression member due to loads which result in appreciable sides- way , calculated by conventional elastic frame analysis . nominal axial load ...
... calculated by conventional elastic frame anal- ysis . value of larger factored end moment on compression member due to loads which result in appreciable sides- way , calculated by conventional elastic frame analysis . nominal axial load ...
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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/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