California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 49
... earthquake . Nonbuilding existing structures shall be designed to resist the minimum lateral forces specified in this division . Design shall conform to the applicable provisions of Section 1632B for new structures except as modified by ...
... earthquake . Nonbuilding existing structures shall be designed to resist the minimum lateral forces specified in this division . Design shall conform to the applicable provisions of Section 1632B for new structures except as modified by ...
Page 54
... EARTHQUAKE is defined as the maximum probable earthquake in Section 1629B.1 . DESIGN DISPLACEMENT is the design - basis earthquake lateral displacement , excluding additional displacement due to actual and accidental torsion , required ...
... EARTHQUAKE is defined as the maximum probable earthquake in Section 1629B.1 . DESIGN DISPLACEMENT is the design - basis earthquake lateral displacement , excluding additional displacement due to actual and accidental torsion , required ...
Page 57
... earthquake . This design spectrum shall not be taken as less than 80 percent of the normalized response spectrum given in Figure 16-3 of Chapter 16B , Part III , for the appropriate soil type , scaled by the product ZN . A design ...
... earthquake . This design spectrum shall not be taken as less than 80 percent of the normalized response spectrum given in Figure 16-3 of Chapter 16B , Part III , for the appropriate soil type , scaled by the product ZN . A 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 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