California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 99
... I , 1910B.14.6 Structural steel - encased concrete core . ( 10B - 14 ) 1910B ... I. 1910B.14.7 Spiral reinforcement around structural steel core . A composite ... Ac = Af Ag = - SHEAR AND TORSION area of concrete section resisting shear ...
... I , 1910B.14.6 Structural steel - encased concrete core . ( 10B - 14 ) 1910B ... I. 1910B.14.7 Spiral reinforcement around structural steel core . A composite ... Ac = Af Ag = - SHEAR AND TORSION area of concrete section resisting shear ...
Page 223
... I - S - 1 and 23B - I - S - 2 for wood structural * panels . Wood structural panels used for roof sheathing shall be bonded by intermediate or exterior glue . Wood structural panel roof sheathing exposed on the underside shall be bonded ...
... I - S - 1 and 23B - I - S - 2 for wood structural * panels . Wood structural panels used for roof sheathing shall be bonded by intermediate or exterior glue . Wood structural panel roof sheathing exposed on the underside shall be bonded ...
Page 247
... I - C - 1 , Part B. For members of two or three laminations , see Table 23B ... AC = Alaska cedar , DF = Douglas fir - larch , DFS = Douglas fir south , HF ... I - C - 1 , Part B , also applies . ( Continued ) NOTES TO TABLE 23B - I - C ...
... I - C - 1 , Part B. For members of two or three laminations , see Table 23B ... AC = Alaska cedar , DF = Douglas fir - larch , DFS = Douglas fir south , HF ... I - C - 1 , Part B , also applies . ( Continued ) NOTES TO TABLE 23B - I - C ...
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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