California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 30
... Steel b . Not adopted by the State of California . c . Heavy timber 1. Steel eccentrically braced frame ( EBF ) 2. Light - framed walls with shear panels a . Wood structural panel walls for structures three stories or less b . All other ...
... Steel b . Not adopted by the State of California . c . Heavy timber 1. Steel eccentrically braced frame ( EBF ) 2. Light - framed walls with shear panels a . Wood structural panel walls for structures three stories or less b . All other ...
Page 99
... steel - encased concrete core . ( 10B - 14 ) 1910B.14.6.1 For a composite member with concrete core en- cased by structural steel , thickness of the steel encasement shall not be less than nor b √ f for each face of width b 3Es h f for ...
... steel - encased concrete core . ( 10B - 14 ) 1910B.14.6.1 For a composite member with concrete core en- cased by structural steel , thickness of the steel encasement shall not be less than nor b √ f for each face of width b 3Es h f for ...
Page 201
... Steel . All steel used for structural purposes shall be identified as required by Section 2202B.2 . Man- ufacturer's mill analyses and test reports are acceptable for prop- erly identified steel , but the enforcement agency may require ...
... Steel . All steel used for structural purposes shall be identified as required by Section 2202B.2 . Man- ufacturer's mill analyses and test reports are acceptable for prop- erly identified steel , but the enforcement agency may require ...
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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