California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 21
Page iii
... regulations adopted by the Office of Statewide Health Planning and Development ( OSHPD ) for hospitals and correctional treatment centers , ( 2 ) the seismic retrofit regulations adopted by the California Building Standards Commission ...
... regulations adopted by the Office of Statewide Health Planning and Development ( OSHPD ) for hospitals and correctional treatment centers , ( 2 ) the seismic retrofit regulations adopted by the California Building Standards Commission ...
Page 20
... Regulations ) . NOTE : Alterations to lateral shear force - resisting capacity and story later- al shear forces shall be considered to be cumulative for purposes of defining incidental or minor alterations or additions . The percentage ...
... Regulations ) . NOTE : Alterations to lateral shear force - resisting capacity and story later- al shear forces shall be considered to be cumulative for purposes of defining incidental or minor alterations or additions . The percentage ...
Page 21
... regulations using an importance factor , I , equal to 0.75 . 1635B.4 Major Structural Alterations or Addition to Pre - 1973 Buildings . Major structural alterations or additions will be per- mitted provided the entire building , as ...
... regulations using an importance factor , I , equal to 0.75 . 1635B.4 Major Structural Alterations or Addition to Pre - 1973 Buildings . Major structural alterations or additions will be per- mitted provided the entire building , as ...
Other editions - View all
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