California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 46
... bracing , plaster ( stucco ) , gypsum wallboard and particle board sheathing shall be classified as limited - ductile or nonductile and assigned a ẞ value given in Table 16B - R - 2 . 1645B.6.2 Any element not meeting the requirements ...
... bracing , plaster ( stucco ) , gypsum wallboard and particle board sheathing shall be classified as limited - ductile or nonductile and assigned a ẞ value given in Table 16B - R - 2 . 1645B.6.2 Any element not meeting the requirements ...
Page 198
... Bracing members . 2211B.8.2.1 Slenderness . In Seismic Zones 3 and 4 , the Ur ratio for bracing members shall not exceed 720 / F , ( For SI : 4.23 / E / F ) , except as permitted in Sections 2211B.8.5 and 2211B.8.6 . 2211B.8.2.2 Stress ...
... Bracing members . 2211B.8.2.1 Slenderness . In Seismic Zones 3 and 4 , the Ur ratio for bracing members shall not exceed 720 / F , ( For SI : 4.23 / E / F ) , except as permitted in Sections 2211B.8.5 and 2211B.8.6 . 2211B.8.2.2 Stress ...
Page 199
... bracing that transfers forces between horizontally offset bracing in the vertical plane shall be subject to the requirements of Section 2211B.9 , except Sections 2211B.9.2.3 ; 2211B.9.4.1 , Item 3 ; and 2211B.9.4.2 . Horizontal bracing ...
... bracing that transfers forces between horizontally offset bracing in the vertical plane shall be subject to the requirements of Section 2211B.9 , except Sections 2211B.9.2.3 ; 2211B.9.4.1 , Item 3 ; and 2211B.9.4.2 . Horizontal bracing ...
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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